HomeMy WebLinkAboutB07-0124 PlansGENERAL NOTES
ALL MA "' S H A LL , * "' . ..... BE A' S S AND
)N ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES,
:PERMITS,AND CON TRACT DOCUMENTS,
,THE SUB-CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE
,CONDITIONS BEFORE STARTING WORK. SHOULD A. DISCREPANCY
:APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE
z DOCUMENTS AND EXISTING CONDITIONS, THE SUB-
p
`CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AT ONCE
: FOR INSTRUCTIONS HOW TO PROCEED.
.SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND
;SPECIFICATIONS, CONSULT WITH THE GENERAL CONTRACTOR FOR
CLARIFICATION.
.............. .......... I .............. ..............
THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY
'CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE
q
:UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR
,EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON
zCOMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL
JRASH AND DEBRIS AS A RESULT OF HIS/HER OPERATION,
ALL MATERIAL STORED ON THE SITE SHALL, BE PROPERLY STACKED
z
,AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION.
�FAILURE TO PROTECT MATERIALS MAYBE CAUSE FOR REJECTION OF
WORK.
DATUM
;100'-0" EQUALS DATUM 8011,55'USGS
8011.9 X I- 11
ELECTRIC
TRANSFORMER\
80 11.6
EDGE
ASPHALT 8011.4
DRIVEWAY
80 10.2
I ON H , A 09
LOT 11
)C,P, 801
10-
UTILITY
EASEMENT
8012.5 8012
PHON E
PED 4
EDGE ASPHALT ROAD
wf�
/ Q=: 5 6'52 )
R
L=48.50$
' 8 010.3
10
8' DIA. BUSH
TOP/13ACK
CURB
Uy�
8006.2 do,
8006.1
CONC
PAN
A1.01
SITE PLAN
A1,02
...... . ...................... ..... . .... _,_-, ............. - ........... ..... ......... .
LANDSCAPE PLAN
A1.03
................. ...... . ............. ..... ...... ...... .... .......... ............. ...........
: CONSTRUCTION MANAGEMENT PLAN
A2.00
GROSS RESIDENTIAL FOOTAGE ALLOWANCE
A2.01
LOWER LEVEL & WALL SCHEDULE
A2 02
(MAIN LEVEL
A2.03
............... ..........
:UPPER LEVEL
A2.04
.......... ..........
ROOF PLAN & DETAILS
'A3" * 0 l
'0" R T H & SOU " _ * E L E V A" - T 1 N . ... . .............. . .. .. ..... ........
A3 'M
':`t�,Sf& WE'&"EL IONS
A4 01
.... . ............ .......... .............
fi6aS& FLOOR SCHEDULE
A6.01
............. ....... ...... . ..... .............
. .
DOOR SCHEDULE & DETAILS
A6.02
VVIN DOW SCHEDULE & DETAILS
LIMITS OF DISTURBANCE
IS PROPERTY LINE
SILT FENCE TO BE LOCATED ALONG EAST AND WEST PROPERTY LINES
0
k.
U�
0
Revision/issue
02.16.2007 DRB Resubmittal
03.02,2007 DRB Resubmittal
04.25.2007 Permit Submittal
General Contractor
CONSTRUCTION
POST OFFICE BOX 5821 425,*740.1440
VAIL COLORADO 1 ,31658 425. f
v"wW. gill Otell 0. 00 In
Project Nome and Address
2498 Arosa Drive
Lot 12 Block C
Vail Das Schone
Town of Vail, Eagle County
Colorado
Project
0701
Sheet
A1.01
SITE PLAN
Dote
01.29.2007
Scale
1 " =10'- 0))
C
PLANT LEGEND
SYMBOL QTY BOTANICAL NAMF---- COMMON NAME SIZE
O
LL-
Revision/Issue
02.16.2007 DRB Resubmittal
03.02.2007 DRB Resubmittal
04.25.2007 Permit Submittal
05.09.2007 Core & Shell
06.05.2007 ME
10.16.2007 RCP
12-01-08 DRB Resubmittal
General Contractor
GILLETTE LLC
CONSTRUMON
POST OFFICE Box 5821 425.740.1440 v
VAIL COLORADO 81658 425.740.1440 f
www.gillettelle.com
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Vail Das Schone
Town of Vail, Eagle County
Colorado
•
,a-56 '52*
R==48.87
Lz=48.50#
I
PIC E
-A PUNGENS,
COLORADO SPRUCE
10 HT.
6
PICEA PUNGENS
COLORADO SPRUCE
8" HT.
9
PICEA PUNGENS
COLORADO SPRUCE
GHT.
LL
2
POPULUS, TREMULOIDES
ASPEN
2" Caliper
2
SYMPHORICARPOS
MOUNTAIN SNOWBERRY
5 Gallon
OREOPMLUS
6
ROSA WOODSI
NATIVE ROSE
5 Gallon
O
LL-
Revision/Issue
02.16.2007 DRB Resubmittal
03.02.2007 DRB Resubmittal
04.25.2007 Permit Submittal
05.09.2007 Core & Shell
06.05.2007 ME
10.16.2007 RCP
12-01-08 DRB Resubmittal
General Contractor
GILLETTE LLC
CONSTRUMON
POST OFFICE Box 5821 425.740.1440 v
VAIL COLORADO 81658 425.740.1440 f
www.gillettelle.com
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Vail Das Schone
Town of Vail, Eagle County
Colorado
•
,a-56 '52*
R==48.87
Lz=48.50#
Ln
0
00
Revision/Issue
02.16.2007 DRB Resubmittal
03.02-2007 DRB Resubmittal
04.25.2007 Permit Submittal
General Contractor
E J.JLC
CONSTRUCTION
POST OFFICE Box 582I 425.74(f,1440 Y
VAIL COLORADO.S108 42 5 .740, 1440 f
www. gill c ttell o, co, ni
Project Nome and Address
2498 Arosa Drive
Lot 12 Block C
Vail Das Schone
Town of Vail, Eagle County
Colorado
Project
0701
Sheet
A 1. 03
Date
01.29.2007
CONSTRUCTION
Scale
MANAGEMENT
1 "= 10 '_0"
PLAN
LOWER LEVEL GRFA: 2336 S.F.
LOWER LEVEL WALLS: 1600 S.F.
SUBTERRANEAN WALLS: 372 S.F.
GARAGE SQUARE FOOTAGE: 925 S.F.
SITE COVERAGE: 2360 S.F.
MAIN LEVEL GRFA: 2360 S.F.
MAIN LEVEL GRFA: 1478 S.F.
00
Revision/issue
02.16.2007 DRB Resubmittal
03.02.2007 DRB Resubmittal
04.25.2007 Permit Submittal
General Contractor
G,t'
CONSTRUCTION
POST OFFICE BOX 5824 4th 74t4. 1440 v
FAIL COLORADO 1658 425.740,1440 f
W-.&AV, gill etudle. com
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Vail Das Schone
Town of Vail, Eagle County
Colorado
Project
0701
Sheet
A2. 00
GRFA
Date
01.29.2007
Scale
1/8 $)=1p-V)
TYPE �DESCRIPTION
V0 --- ,Portl.and cement stucco over metal lath over #15 grade D�
paper over 1/2" OSB plywood over ZxS d.f taming 16" oc. with
Aber glass blown in blanket insulation, MemBrain Smart\/apori
'Retarder, 6/8"typeX drywall board and skip troweled gypsum!
over #16 grade D paper over 112" 0813 ph over 2x6 d.f.
ilraming 16" o.c. with fiber glass blown in blanket insulation
MemBrain Smart Vapor Retarder, 5/8" type X drywall board:
and skip troweled gypsum plaster.
W3 imarflex 2-318" drain & dry board over Dissco 540 Mastic over:
�8" concrete foundation wall furred with 1-618." metal taming
16" o.c. with fiber glass blown in blanket insulation, MemBrain
�Smmt Vapor Retarder, 5/8" type X dr)wall board and skip:
marflex 2-3/8" drain & dry board' over Dissco 540 Mastic oVer:
18"concrete foundation wall.
Portland cernent stucco over metal lath over #15 grede D
�paper over 1122" OSB plywood over 2x6 d.f. taming 16" o.c.:
labove a VV4 concrete stem wall furred with 1-50'nietal studs
lwith fiber glass blown in blanket insulation, Meni.Brain Smart,
Napor Retarder, 518" type X dr�wall board and skip troweled
jgypsum plaster.
.......... .... ..... Jypical Interior Wall - Skip troweled gypsum plaster o'v" e.'r'
'518" type X drywall board over 2x6 d.f. framing 16" o.c. with
Aberglass sound insulationand opposing layer of 518" tYpe:
W7 ISkip troweled gypsuni plaster over 518" type X dry�vafi`
�board over 2x4 dA framing 16" o.c. Do not install!
Jnsulation or di)�wall adjacent to the Isokern Flue.
WS �Storage Room Partitions (fiture wine room) - Ski
�,trovveled gypsum plaster over moisture resistant 5/8' typei
lbarrier (installed on warm side) and oppos.ing layer of 518'":
:type X drywall and skip troweled gypsUill plaster.
�
�
_
�
m'-n^
t �Iv
24'- 0"
| |
/ .
— ------------------
t 2
}
Lo
_
_
04.25.2007 Permit Submittal
General Contractor
POST OFFICE BOX 5821 425740.1440
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Vail Dos Schone
Town of Vail, Eagle County
Colorado
Project
Sheet
A 2. 01
LOWER
Date
01.29.2007
Scale
in
cv
. FN
Y'A4.%01
CN
16'-0"
Z 1 ri
�
A 4.01
- V
24' -
4'- 0"
(D
8'-0"
4'-
U�
0
Revision/issue
02,16.2007 DRB Resubmittal
03.02.2007 DRB Resubmittal
04.25.2007 Permit Submittal
General Contractor
COMTRUCTION
POST OFFICE Box 5821 425- 1440 Y
VAIL C OLORADO S1658 42- f
www"'ill ottello, coal
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Vail Dos Schone
Town of Vail, Eagle County
Colorado
Project 0701
Shoot
A2.02
MAIN
Dote
01.29.2007
LEVEL
Scale
1 /4';= i 1 01$
IF
in
-- -----�— -- -- ` sn/o/ -- -- -- -----\�/
~ �r
�{
| '' ''v |
} F�t,shed Floor lOQ'-J 5/8^
` -- -- -- -- -----\�/
/ X\ ~ '
m
! | N K L���- -�-�—/ J N |
_
| � |
1 111141
EASTBATH
~
AST BEDROOM
| |
| WEST BEDROOM W1 | — —
i 1 0
. .
| |
04.25.2007 Permit Submittal
General Contractor
CONSTRUCTION
POST OPFICE BOX 5821 4Z5,740,1 Y
VAIL COLORADO 81658 425.' f
W gillttl[d1c, ,o III
Project Nome and Address
2498 Aroso Drive
Lot 12 Block C
Vail Dos Schone
Town of Vail, Eagle County
Colorado
Project
0701
Sheet
A2.03
UPPER
Date
01.29.2007
LEVEL
Scale
1 ypical Eave-
2x6 Cedar Facie
2 Cedar Facia
a
' IF
In
i
Scale 3/4" — V-0"
I F
,n
M
�EA3.02
CN
oG-
, ?l r
16
01 N 7A3.
24'-0"
16 -U
(D @
G) 0
Typical Rake
—1-1 1-1-1— —.—
Copper Drip Edge
2x6 Cedar Facia
1 02 Cedar Facia
Scale 3/4" = V-0"
Y ^ A4.01 N �6,
2 -1 )
�A-
2
COPPER GUTTER & HEAT TAPE
U�
0
r
Revision/Issue
02.16.2007 DRB Resubmittal
03.02.2007 DRB Resubmittal
04.25.2007 Permit Submittal
General Contractor
"F �7
Gir 1z I, I
CONSTRUCTION
POST OFFICE BOX 5821 4Z 5,'40,14,40 -v
FAIL COLORADO S165S 425,746 f
1Y1SCti: ill C0111
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Vail Das Schone
Town of Vail, Eagle County
Colorado
Project
0701
Sheet
A2.04
Date
01.29.2007
ROOF
Scale
1 /4 V- of)
K| �L_ �-| /^
|\j/l[-/[i �- |�z\/r�T'/l�l
' ` `'' `' ' �-' `' . �� ` ' `' ' '
" '!'--0"
1 =
[, ti_ [-( t^
1/4" =
l24'-3^
L YWOOD
123 .
T.O. PLYWOOD KDRIDGE
121 .
TD. PLYWOOD @R|DGE
109
T.O. PLYWOOD UPPER LEVEL
1O0'-O^
T.O. PLYWOOD MAIN LEVEL
T.O. GARAGE SLAB
l24'
PLYWOOD
. .
T.O. PLYWOOD 0 RIDGE
109 .
T,O. PLYWOOD UPPER LEVEL
>OO'-0^
T.O. PLYWOOD MAIN LEVEL
90 .
T.O. GARAGE SLAB
T T T
04.25.2007 Permit Submittal
General Contractor
CONSTRLTCTION
VAIL COLORADO 91658 4- f
Project Name and Address
2498 Aroso Drive
Lot 12 Block C
Vail Dos Schone
Town of Vail, Eagle County
Colorado
Project
0701
Sheet
A 3. 01
Date
01.29.2007
ELEVATIONS
Scale
T T T
I G I
T
nD
C
T I
Revc
E s �ion
W e s t L- i e v a 1 orl
EXISTING
124'- 3" / I
T .0. PLYWOOTL"�'
123'- 3/4"
1,0- PLYWOOD @ RIDGE
1 - 5 J/8:
T.O. PLYWOOD @ RiDGE
109-0 5/8"
T.O. P UPPER LEVEL
90'--11 3/8"
T.O. GARAGE SLAB
124'-3"
PLYWOOD
123'-1 3/4"
T.O. PLYWOOD @ RIDGE�
121'-5 3/8"
T.O. PLYWOOD @ RIDGE
-- ---109'-0 5/:�,
T.O. PLYWOOD UPPER LEVEL.
100'-0"
T.O. PLYWOOD MAIN LEVEL
------90'-11 3/8"
EXISTING T.O. GARAGE SLAB
100'-0"
T.O. PLYWOOD t� LE VEL
O
o�
c�
General Contractor
CONSTRLYMON
P09T OFFICF. BOX 5921 42"�,"40,1440 v
FAIL COLORADO 8165S 425740.1440 IF
wwwl gill �ttdl C' C0111
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Vail Das Schone
Town of Vail, Eagle County
Colorado
Project Sheet
0701
Date A3. 0 2
01.29.2007 ELEVATIONS
Scale
1/4 )J= 1' -0"
T
F1 Sandset stone paving over undisturbed structural grade or
.... . ... ...... .... ltvludset stone pa\4ng over snownielt over 4" reinforced
,concrete slab over Insul-Tarp over 4" clean gravel over
�UhdiSftlrbed structural grade or compacted structural fill.
,4" reinforced concrete slab. over 4" clean gravel over
e flooring o\�er radiant heat over 4" reinforced
�concrete slab over InsukTarp over 4" clean gravel over
, undisturbed structural grade or compacted structural fill.
Aooring over 4" reinforced concrete slab over Insul-Tarp over
A" clean gmA-1 over undisturbed structural grade or
'compacted structural fill. Do not install radiant heat. Isolate
slat) fi heated slab.
3/4" finish flooring over radiant heat over 4" reinforced Concrete
slab over Insul-Tarp over 4" clean gravel Over undisturbed
:structural grade or compacted structural fill.
',3/4" finish flooting over 3/4" cdx pl�wood over 112" gWcrete &
iradiant heat over 314" T&G $turdifloor over 11 7/8" I-Joi,sts; with
ifiberglass acoustical insulation over 6/8" type X drywall board
'IN! l/ �` �' �� � ,
�l'-/�l `}��|![�l ~�����| |o n
1/4 = 1`-0
�- �
W l [`
i on
(P
124'-J^
T.O- PLYWOOD
. .
F.O. PLYWOOD (0-) RIDGE
121 .
�O. PLYWOOD @R|DG[
.
TO PLYWOOD UPPER LEVEL`
T.Q. PLYWOOD MAIN LEVEL
3
T.O. GARAGE SLAB
'
. .
T.O, PLYWOOD @ RIDGE
T.O. PLYWOOD @ RIDGE
109 .
T.O. PLYWOOD UPPER LEVEL
lOO'-O^
T.O. PLYWOOD MAIN
LEVEL
. .
. T.D. GARAGE SLAB
U�
0
0�
04.25.2007 Permit Submittal
General Contractor
CONS TRTT(,"TION
POST OFFICE BOX 5821 4 2 5 ' 1440 v
VAIL COLORADO 81658 425,740-1440 f
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Town of Vail, Eagle County
Colorado
Project
Sheet
A 4. 01
Dote
01.29.2007
SECTIONS
Scale
hi
0' 0` - i 0"
Front Door Exterior
ro
5"
Typical interior Door
0'- 4
r d
. 0
0'-6" 0*-10"0*-8"
Elecirico Meter Door
F
Counter
2x8 Cedar Belly Bond
2x12 Cedar Belly Ban
2x Blocking 24" oc.
4x12 Cedar l-
Wire Brw
Wire Brushed
3x6 Cedar Trier
scole 1-1/2" = V-0"
Patio Door Threshold @ MudseL Patio
E Door Header
Scale 1 1--1/2" = 1 1' - 0"
'inish Floor Flogstc
n Weather Stripping
acing
Stucco
Wiric
Copper Hashing w/
Soldered returns over
Waterproof tlernbron(
Finish Floor
2x8 Cedar Belly Bond
2x12 Cedar Belly 8(
2x Blocking 24" 0.<
Cedar '.
Patio rL Threshoid Cd-) Sondset Patio
Scale 1 --1/2" = V-0"
Ho
Cop,
wate
Finish Floor
Flo(
Counter
Patio Door 11 - hreshold @ F Balconies
Sccle 1-1/2" = 1
Entry Door Threshold
30ttorn
Finish Floor
scale 1--1/2 — V-0
P SCHEDULE
00 ,f�
NO
LOCATION
LVS
DOOR
JAMS
HARDWARE
NO.
LOCATION
ILVS
DOOR
JAMS
H ARDWARE
J,
Mudrooin
I
Style:
TruStile 3070
Width:
6-7/8'
Model
Baldwin 5432.402.PASS Oval Knob W Arched Rose
14
Master Vestibule
I
Style:
TrUStile 3070
Width:
6-718"
Model:
Baldwin 5432.402.PRIV Oval Knob w/ Archad Rose
Town of al age Count
Lower Level
Project
0701
Top:
Square
Swing:
Left Hand
Finish
Distressed Oil Rubbed Bronze
Main Level
Top:
Square
Swing:
Right Hand
Finish:
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge:
(2) 4-112 x 4-112" Hager 1279 USIOB w/Acom Tip
Action.
Passage
Material
Knotty Pine
Hinge:
(3) 4-1/2 x 4-1/2" Hagar 1279 US1 OB wl Acorn Tip
Action:
Privacy
Sticking:
Reverse Roman Ogee
Hinge Mortise:
(7")(36-112"YG6")(NA) from Top ofDoorto Top off-finge
Bore:
2-318" Backset 136" C.L. froin Bottom of Door
Sticking.
Reverse Roman Ogee
Hinge, Martian
(7"3[36.1/2°} {66 )(N/A) from Top of Door to Tap ol'Hinge
Bore
2-3/8 Backsoll 06' C.L. from Bottom of Door
Panel:
"B" Scoop Panel
Hinge Corners:
Square
Bolt.
Baldwin 8252.402 A rched Deadboft
Panel.
"B" Scoop Panel
Hinge Comerst
Square
Bolt
Size:
TO x G8
Weatherstrip:
Ker(4n
Bolt Sore:
41-112' C.L. ftom Bottom of Door
Size:
2'8 X 68
Weathorstlp:
N/A
Soft Bore:
Thickness:
1-314"
Threshold:
Pemko 95718DW Adjustable Sill wl 21ODPK Shoe
'Stop;
(1) Ives FS17-_ - US1 08-LS
Thickness:
1.3/4"
Threshold:
N/A
Stop:
(1) "s FS436x435-3/4-US108-LS
Comment:
Comment:
I
Comment
I
comment.
Comment:
Comment:
Mvdroom
2
Style
TruStile 3070
Width:
6-718'
Model:
Baldwin 6432.402.PASS Ova Kni Arched Rose
IS
Master "h
1
Style:
TruStile 3,070
Width:
6-718"
Model:
BaldvAn 5432.402.PRIV Oval Knob w/ Arched Rose
Baldwin 6432.402.20 Oval Knob w/ Arched Rose
Lower Lovel,
Top:
Square
Swing:
Pair - Right Hand Active
Finish:
Distressed Oil Rubbed Bronze
Main Level
Top*
Square,
Swing:
Right Hand
Finish:
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge:
(1) 4-lr.� x 4-IrZ Finger 1279 USIOB w/ Acorn Tip
Action:
Passage
Material;
Knotty Pine
Hinge:
(3) 4-112" x 4-1/2 Hager 1,279 US10B).vt At om lip
Action:
PdAAcy
Sticking:
Reverse Roman Cigna
Hinge, Mortise:
( from Top of Door to Top of Hinge
Bore;
2 -3/8"Batkset 136" C.L. front Bottom of Door
Sticking:
Reverse Roman Ogoe
Hinge Mortise:
froto Top of Door to Top of Hinge
Bore:
2-318" Backsot 36" C.L. firon) Bottom of Door
Panel:
'S" Scoop Panel
Hinge Corners:
Square
Soft
(2) Baldwin 0378.402 4" Ornamental Surface Bolt
Panel
"S' Scoop Panel
Hinge Comets:
Square
Soft:
Size:
Ve X 68
Weatherstrip;
Kerlin
Bolt Bore:
Mount top of door - Each leaf- Mudroom side
Size:
2`8 X 68
Weatherstrip:
N/A
Bolt Bore:
Thickness:
1-374"
Threshold:
Pemko 4llPKL Automatic Door Bottom
Stop:
(2) Ives FS13-_ -US tOB-LS
Thickness:
1-3/4"
Threshold:
N/A
Stop:
(1) tees F$13- - US10B-LS
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Stair Closer
1
Style:
TruStile 3070
Width:
6.7J8'
Model:
Baldwin 5432.402.PASS Oval Knob wit Arched Rose
:10.
Master Toilet
I
Style:
TMSIile 3070
Width:
6-718"
Model:
Baldwin 6432.402.PRIV Oval Knob wl Arched Rose
Lower Level
Top:
Square
Swing:
Right Hand Reverse Bowl
Finish:
Distressed Oil Rubbed Bronze
Main Level
Top:
Square
Swing*
Right Hand
Finish:
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge:
(3) 4112"x 4-1/2" Hager 1279 US10B wl Acorn Tip
Action:
Passage
Material.
Knotty Pine
Hinge:
(3) 4-112" x 4-1 Hager 1279 US10B wl Acorn Tip
Action,
Privacy
Sticking:
Reverse Roman Ogee
Hinge Mortise:
(T 1/2")(661(WA) from Top of Door Top of Hinge
Bore:
2-318" Backset 136" C.L. from Bottom of Door
Sticking;
Reverse Roman Ogee
Hinge Il4ortisa.
(7")(36-112")(66" )(NAt from Top of Door to Top of Hinge
Bore:
2-318" Backset 36" C.L. from Bottom of Door
Panel:
"B" Scoop Panel
Hinge Corners.
Square
Bolt*
Panel.
'B" Scoop Panel
Hinge Corners:
Square
Bolt:
Si ze:
TO x n
Weatherstrip:
ITA
Bolt Bore:
Size*,
2'O .x go
Weatherstrip:
NIA
Bolt Bore:
Thickness.
1-3/4"
Threshold.
ITA
Stop:
(1) Ives FS13-_ - US10B-LS
Thickness*
1-314"
Threshold:
N/A
stop:
(1) Ives F$la-_ - USIOB-LS
'Comment
Comment.
Comment:
Comment:
Comment:
Comment:
4
Lauridry Room
1
We:
TruStile 3070
Width:
6-718"
Model.:
Baldwin 5432.402.PASS Oval Knob w/ Arched Rose
47
Master Closet
1
Style:
TruStile 3070
Width.
6-718"
Model:
Baldwin 0465.402 Edge Pull
(2) Baldwin 0458.402 Flush Pull
Lower Level
Top:
Square
Swing:
Left Hand
Finish:
Distressed Oil Rubbed Bronze
Main Level
Top:
Square
Swing:
Pocket
Finish:
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge:
(31 4-112' x 4-112" Hager 1279 US10B vvlAcorn Tip
Action:
Passage
Material:
Knotty Pine
Hoge:
NIA
Action:
Slider
Sticking:
Reverse Roman Ogee
Hinge Mortise:
(7 front Top ofDoorto Top of Hinge
Bore
2 -378" Backset 136" G.L. fiom Bottom of Door
Sticking:
Reverse Roman Ogee
Hinge Mortise:
NtA
Bore:
36" C.L. from Bottom of Door
Panel:
"B" Scoop Panel
Hinge Comers;
Square
Bolt.
Panel,
1 13 1, Scoop Panel
Hinge Comers:
NIA
Bolt:l
Size:
TO x 61
Weatherstrip.
WA
Soft Bore:
Size
2'8 X 68
Weatherstrip:
N/A
Bolt Sore:
Thickness:
1-314"
Threshold.
WA
Stop.
(1) Ms FS13- - US10B -LS
ThIcIall
1-34'
Threshold:
N/A
Stop:I
'I
Comment:
Comment*
Comment:
Comment:
Comment:
Comment:
Hafele Hawn Junior 80tz VAO"Track 407,59.180
5
Storage Room
I
Style:
TmStlle 3070
Width*
7-3/8"
Model:
Baldwin 5432.402.PASS Oval Knob w/ Arched Rose
9,
Master Bedroom
I
We:
TruStile 3070
Width,
6-718"
Model:
Balftin 5432,402,PMV Oval Knob v91 Ar ched Rose
Lower Level
Top,
Square
Swilog:
Left Hand
Finish:
Distressed Oil Rubbed Bronze
Main Level
Top.
Square
Swing;
Left Hand
Finish:
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge
(3)4-112'x 4 -112" Hager 1279USIOBw/ Acorn Tip
Action:
Passage
Material:
Knotty Pine
Hinge:
(3)4-1/2"x 4-172" I-laget 1279 US10B w/ Acorn lip
Action:
Privacy
Sticking:
Reverse Roman Ogee
Hinge Mortise:
(7")(36-I/2')(66")(N/A) from Top of Door to Top of Hinge
Bore:
2-318"Backset / 36" C.L. from Bottom of Door
Sticking:
Reverse Roman Ogee
Hinge Mortise:
(71(36-1/2)(66")tWA) from Top of Door to Top of'Hinge
'Bore:
2-3/8" Backset 136" C1. from Bottom of Door
Panel:
'B"Scoop Panel
Hinge Comers:
Square
Bolt:
Baldwin 8252.402 Arched Deadbqlt
Panel:
"B" Scoop Panel
Hinge Comers:
Square
Bolt:
Size:
3'0 x 6'8
Weatherstrip;
Ketf-In
Bolt Bore:
41-1/2" C.L. from Bottom of Door
Size;
2'8 x G8
Weatherstrilp:
N/A
Bolt Bore;
Thickness;
1
Threshold;
utoatic Door Bottom
Pemko 411t
Stop;
(1) Ives FSl 3- - US108-L$
Thickness:
1-314"
Threshold:
N/A
Stop:
(1) Ives
Commend
Comment:
Comment.
Comment.
Comment:
Comment:
Guest Vestibule
I
Style:
TruStile 3070
Width:
6-718"
Model;
Baldwin 6432.402.PMV Oval Knob wl Arched Rose
10
East Room
I
Style:
TruStile 3070
Width:
6-718"
Model:
Baldwin 5432.402.PRIV Oval Knob w/Arched Rose
Lower Level
Top:
Square
Swing:
Right Hand
Finish:
Distressed Oil Rubbed Bronze
Upper Level
Top;
SqtWe
Swing:
Left Hand
Finish:
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge:
(3) 4-112"x 4-112 Hager 1279 US10B w/ Acorn Tip
Action:
Privacy
Material.
Knotty Pine
Hoge:
(3) 4-112"x 4112" Hager 1279 USIDS w/Acom Tip
Action:
Privacy
Sticking;
Revers Roman Qgee
Hoge Mortise.
P "X66 )(N1A)Irom Top of Door to Top of Hinge
(7)(36 1 Hi
Bore:
2-3W Backset 136" C.L. from Bottom of Door
Sticking:
Reverse Roman Ogee
Himgo Mortise;
(7 "j(36- 112'7(66 ")(N /A} from Top of Door to TopotHinge
Bore
2-3/8" Backsol 136 C.L. from Bottom of Door
Panel.*
"B" Scoop Panel
Hinge Corners:
Square
Bolt
Panel;
"S' Scoop Panel
Hinge Corners:
Square
soft:
Size:
Tin x 8'8
Weatherstrip:
WA
Bolt Bore:
Size:
? X GO
Weatherstrip
N/A
Bolt Bore:
Thickness:
1-314'
Threshold:
WA
Stop:
0) Ives FS436Y435-3/4-USIOB-LS
Thickness:
1-314"
Threshold.
NtA
Stop:
(1) teas FS436x4353t4-US1 OB-LS
Corrarl
Comme
C omment
Comment:
Comment:
Comment:
7,'
Guest Bath
I
We:
T(t,lStile 3070
Width:
6-7/8"
Model:
BalcPMn,S ' 432.402 ' .PPJV Oval Knob w/ Arched. Rose
: 24,
East Bath
Style:
TruStile 30.70
Width!
6-718"
Model!
Ba o,5
' Idw4.32.402,PRI Oval Knob wt Arched Rose
lower l-evell
Top;
Square
Swing:
Left Hand
Finish:
Distressed Oil Rubbed Bronze
I
Upper Level
Top;
Square
Swing:
Right Hand
Finish:
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge:
(3),4112" x 4 -1/2" Hager 1279 USIOBwlAcorn Tip
Action:
Privacy
Material:
Knotty Pine
Hinge:
(3) 41/2" x 4112" Hager 1279 USIOB w/AcomTip
Action:
Privacy
Sticking:
Reverse Rom an Ogee
Hinge Mortise:
from Top of Door to Top of Hinge
Bore:
2.3/8' Backset 136" C.L, from Bottom of Door
Sticking*
Reverse Roman Cigna
Hinge Mortise*
(7")(36-1/2)(66 from Top of Door to Top of Hinge
Bore;
2-318' Backsel 136" C.L. from Bottom of Door
Panel:
"B" Scoop Panel
Hinge Corners:
Square
Soft:
Panel:
'S' Scoop Panel
Hinge Comers:
Square
Bolt
Size:
TO X 6'8
Weatherstrip.
WA
Bolt Bore,
41-1/2' C.L. from Bottom of Door
Size:
2*8 X 58
Weatherstrip:
NIA
Soft Bore:
Thickness:
1-34"
Threshold:
NIA
Stop:
(I ) Ives FS 1 3-_ - USI OB-LS
Thickness:
1-3/4"
Threshold,.
N/A
Stop:
(I) Ives FS436x435314-US I OB-LS
Comment:
Comment:
Comment.
Comment:
Comment:
Comment:
Guest Closet
I
Style:
TruStile 3070
Width:
6-718"
Model:
Baldwin 0466.402 Edge Pull
2.1,
West Room
I
Style:
TniStllo 3070
Width:
6-7/8"
Model:
Baldwin 6432A02,PPJV Oval Knob wl Arched Rose
BaldvAn 0458.402 Flush Pull
Lower Level
Top:
Square
Swing:
Right Hand
Finish:
Distressed 011.Rubbod Bronze
Upperi-eml
Top:
Square
Swing:
Right Hand
Finish;
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge.
(3) 4112" x 4 -112' Hager 1279 US10B w/ Acorn Tip
Action:
Slider
Material
Knotty Fine
Hinge:
(3) x 41/2" Hager 1 US108 vv/Acom Tip
Action"
Privacy
Sticking:
Reverse Roman Ogeo
Hinge Mortise:
(7"�'36-1r2")(66")(N1A) from Top of Door to Top of Hinge
Sore:
36"C.L. from Bottom of Door
Sticking.
Reverse Roman Ogee
Hinge Mortise:
(7 from Top of Door to Top of Hinge
Bore.
2-318" Backset 136" C.L.'firom Bottom of Door
Panel:
"B" Scoop Panel
Hinge Corners:
Square
Bolt.
panel,
"W Sc Panel
Hinge Corners:
Square
Bolt;
Size:
ZO X 68
Weatherstrip:
N(A
Bolt Sore:
Size:
2"8x V8
Wea.thorstrip:
WA
Bolt Bore;
Thickness:
1-314"
Threshold:
WA
Stop:
Thickness:
1-314"
Threshold:
NIA
Stop:
(1) Kos FS436x435 314.USI0B-LS
Comment:
Comment:
Comment:
Hafale Hawa Junior 80tz 5-10" Track 407.69.144
Comment:
Comment..
Comment:
- dest Bedroom
I
Style:
TruStile 3070
Width:
6-W8
ModeU
Baldwin 6432.4020MV Oval Knob vv] Arched Rose
2
West Both
1
Style:
TruStile 3070
Width:
&T/V
Model:
Baldwin 5432.402.PRN Oval Knob w/ Arched Rose
Lower Level
Top:
Square
Swing:
Left Hand
Finish:
Distressed Oil Rubbed Bronze
Upper Level
Top:
Square
Swing:
Left Hand
Finish:
Distressed Oil Rubbed Bronze
Material:
Knotty Pine
Hinge:
(3) 4-112'x 4 -112" Hager 1279 US10B w/ Acorn Tip
Action;
Privacy
Y
Material.
Pine
Hinge:
(3) 4-1/2"x 4-112" Hager , 127.9 USiOBw/Acorn Tip
Action:
PrIvaq
Sticking:
Reverse Roman Ogee
Hinge Mortise:
(7*X36-I12"A66")(N1A) from Top ofDoorto Top of Hinge
Sam:
2-3V Backsot 135" C.L. ftom Bottom of Door
Sticking:
Revorse.Roman Ogee
Hinge Mortise:
(7'A36-1/2")(66 from Top of,Door to Top dfHingo
Bore:
2-318' Backsot / 36" C.L. 0rom Bottom of Door
Panel:
"B" Scoop Panel
Hinge Corners:
Square
Solt:
Panel:
"B" Scoop Panel
Hinge Corners:
Squato
Bolt.
Size:
2'8 X 9
Weatherstrip:
IWA
Soft Sore:
Size
28 X 68
Weatherstrip:
N/A
BoItBoro*
Thickness.
1-314"
Threshold:
NA
Stop:
(1) Ives FS436x435-314-USI0B-LS
Thickness:
1-314"
Threshold:
NIA
Stop:
(1) Ives FS436x435W4-US10B-LS
cornment.
Comment:
Comment:
Comment:
Command
Comment:
Pantry
1
Style:
TruStile 3070
Width:
6-718"
Model:
Baldwin 5432.402.PASS Oval Knob w/ Arched Rose
23
Meter Door
I
Style:
Site Built Baal Door
Width:
N/A
Model:
Richards-Wilcox 0536.00489 FLUSH PULL
Main Level
Top:
Square
Swing:
Right Hand
Finish:
Distressed Oil Rubbed Bronze
West Elevation
Top:
Swing:
NIA
Finish:
Pointed
Material.
Knotty Pine
Hinge:
(3) 4112'x 4-112'Hager 1279 US10Bw1Acom Tip
Action:
Passage
Material*
Wire Brushed Cedar with Square Groove
Hinge:
N/A
Action:
Sliding
Stlpkinq:
Reverse Roman Ogee
Hinge Mortise;
(7 "X3 6• Top ofDoorto Top of Hinge
Bore:
2-318 Backset 136 C.L. ton! Bottom of Door
Sticking:
Hinge Mortise:
NIA
Sore:
Panel:
"S" Scoop Panel
Hinge Corners:
Square
Bolt
Panel:
Hinge Corners:
N/A
soft:
Size:
2 x Va
Weatherstrip:
WA
Bolt Bore:
Size:
Weatherstrip:
NIA
Bolt Bore.
Thickness:
1-3/4"
Threshold:
WA
Stop:
(1) Ives FS13- - US10B-LS
Thickness:
1 2-114
Threshold:
N/A
Stop:
Comment:
Comment:
comment:
Comment
Comment:
Comment:
Richards-Wilcox (2),010Z.00676 Assembly, (1)
0102.00046 6 Track, (3) 0102.00055 Spacots.
Bumpers
It,
Powder
I
Style:
TruStile 3070
Width:
6.7/8"
Model:
Baldwin 5432.402.PRN Oval Knob w/ Arched Rose
24,
Garage
1
Style:
Overhead Door
Width:
3-112"
Model:
2" Low Headroom TrackvNilh.Polyethylone Rollers;
Main Level
Top:
Square
Swing:
Left Hand
Finish:
Distressed Oil Rijbbed Bronze
Lower Level
Top:
Arch Top
Swing
Overhead
Finish:
Material:
Knotty Pine
Hfinge
(3) 4112 x 4 -112' Hager 1279 USI0B)v1 Acorn Tip
Action:
Privacy
East Elevation
Material:
Wire Brushed Cedar with Square Groove
Hinge:
N/A
Action:
Overhead
Sticking.
Reverse Roman Ogee
Hinge Mortise:
from Top of Door to Top of Hinge
Bore;
2-318 Sackset 36" C.L. from Bottom of Door
Sticking:
Hinge. Mortise:
NIA
Bore:
,Panel:
- B - Scoop. Panel
Hinge Corners"
Square
Bolt:
Panel:
Hinge Corners.
NIA
Bolt;
Size:
ZO X Ve
Weatherstrip:
N/A
S*ft Bore:
Size:
1 470 x 7'3
Weatherstrip:
Kerlin
Bolt Bore:
Thickness;
1-314"
Threshold:
WA
Stop.
(I) Ives FSI3- - US 1 08-LS
Thickness:
2-3/4"
Threshold:
Door Bottom Seal
stop:
Comment:
Comment:
Commonl:
Comment:
Connolent.
Wire B"ush Jam to Match Door
Comment
LiftMaster3850 :0 ever wt377LM wireless ant
12
Entry
1
Style:
TruStile 3070
Width:
8-1/2
Model:
25
Garage
1
Style.
Overhead Door
Width*
3-1/2"
Model.
2 Low Headroom Track with Polyethylene Rollers
Main Level
Top:
Square
Swing:
Right Hand
Finish:
Lower Level
Top:
Square Top
Swing:
Overhand
Finish.
Material:
Knotty Pine
Hinge:
(3) 5"x5' Hager BB1199 US10B wl Acorn Tip
Action:
East Elevation
Material:
Wire Brushed Cedar With Square Groove
Hinge:
NIA
Action:
Overhead
Sticking:
Reverse Roman Ogee
Hinge Mortise:
from Top of Doorto Top of Hinge
Bore:
'Z-3/8"Backset t 36" C.L. from Bottom of Door
Sticking
Hinge Mortise
NIA
Bore;
Panel:
"B" Stoop Panel
Hinge Comers
Square
Bolt
Panel
Hinge Corners:
N/A
Bolt:
Size:
1'0 X G's
Weatherstrill).
Kerf-in
Bolt Bore
Size.
10`0 X 7`3
Weatherstrip:
Keif-in
Bolt Bore:
Thickness'
2-114"
Threshold:
Pemko 4llNBLAutomatic Door.Boltotln
Stop:
(1) Ives FS13-__ USI QB-LS
Thickness:
2 -3/4"
Threshold:
Door.Boltom Sign]
Stop;l
Comment:
Clad Exterierwl Wire Brushed Cedar Panels
Comment:
Wire Brush Jam to Match Door
Comment
Comment:11-figh
Altitude Low E2 Insulated Glass Tampered
Comment.
Wire Brush Jam to Match Door
Commont41ftMaster
3850 Opener
� ,n,
coat
2
Style:
ftustile 3070
Width:
C-7/8"
Model:
'26
Garage
I
Style:
Overhead Door
Width:
3-112"
Model.
2" Low Headroom Track with Polyethylene Rollers
Main Level
Top:
Square
Swing:
Right Hand Reverse Bevel
Finish:
Lower Level
Top:
re Top
Square a
Swing:
Overhead
Finish:
Material:
Knotty Pine
Hinge;
(3) 5"Y, V'Hager BBI 199 USIOBw�Acorn Tip
Action:
Dummy
East Elevation
Material;
Wire Brushed Cedar with Square Gtoow
H
Hinge:
N/A
Action, *
Ovethead
Sticking:
Reverse Roman Ogee
Hinge Mortise:
(77")(36-1/2')(66")(N/A) from Top of Door to Top of Hinge
Bore:
WA
Sticking:
Hinge Mortise:
N/A
Born*
Panel.
"B" Scoop Panel
Hinge Comers!
Square
Bolt:
Panel:
Hinge
NIA
Bolt:
Size:
V9 x 6'8
Weatherstrip:
WA
Soft Bore:
Size:
laox 73
' Corners.
Weatherstrip:
Koff-in
Soft Bore:
Thickness:
1-3/4"
Threshold:
WA
Stop:
(2) Ores F$13v-_ - USt0B-LS
Thickness:
2-314"
Threshold:
Door Bottom Seal
p:
Comment:
Comment:
Comment:
C
'ornminit:1
Comment:
Wire Brush Jain to Match Door
Comment:
LiftMastor 3850 Opener
lHigh Attitude Low E21nsulated Glass le-Lpre4
l�
rvl_�
Revision/Issue
02.16.2007 DRB Resubmittal
03.02.2007 DRB Resubmittal
04,25.2007 Permit Submittal
General Contractor
g- -y
CONSTRUCTION
POST OFFICE BOX 5521 4 2 5.'740,1440 -v
VAIL COLORADO 81658 425.740,1440 f
www'!4illettoll 0, to III
Project Nome and Address
2498 Aroso Drive
Lot 12 Block C
Vail Dos Schone
Town of al age Count
Colorado
Project
0701
Sheet
6.01
DOORS
Date
01.29.2007
Scale
1/4"
Entry Coat Closet
L U
Arch Top Garage Door
Square Top 'Garage Door
IA
4' 0 1
ti
ti
F _ _ -,- __ -,- __ __ __ — ___ — __ ___ —
10 ' -2 3 / 4"
Stucco Return Beyond
Fiosh & Seal per
Window Manufaturer
Polystyrene Blocking as Rc
Window Sill @ Clear Story
OJ0z Scale 1-112" := l'-O"
Polystyrene Blocking as RF
Rosh & See! per
Window Monufaturer
Drywall Return Beyond
e vil Expanding Foorn
Drywall Return Beyond
Stucco Return Beyond
Typical Window Head @ 2x8 Wall
�A
Scale 1-112" = V-0"
Stucco Return Beyond
Flesh & Sao[ per
Window Monufaturer
Snapped Flagstone Sill
Drywall Return Beyond
Pal
S
I
Typical Window Sill (4 2x8 Wall
Scale 1-1/2" = V-0"
TYPE
Polystyrene Blocking as
CITY
jc
JAMB
o
A
Flash & Sea! p(
Window ManufaturE
1
Frame:
50-5/8" x
Width:
4-11/16" 514 Jan) Extension 514 Reveal
Model:
Pozzi
L
North Elevation
Pozzl:
Stucco Return Boyd,
Swing:
Inactive Let
Finish:
Oil Rubbed Bronze
POST OFFICE BOX 5821 4 2 5. 4 0 v
";'AIL COLORADO 81658 425,740,14140 f
gill ottell C, 00
Description:
Clad Inswing 2-Panel French SectorTop
Cladding,:
Standard Color Chesnut Bronze
Action.:
Multipoint Locking System
Sheet
A 6.02
WINDOWS
Date
01.29.2007
Scale
1f4 „ =1 $_ 0 0$
7 -
Standard Color - Chesnut Bronze
Hinge::
Oil Rubbed Bronze Adjustable
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Oil Rubbed Bronze
Backset:
4
Glazing:
High Altitude Low E2 Insulated Glass - Temp
Threshold,:
6-11/16"
Mortise /Dead:
SDL:
1W x 4H 1-3/8" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
(2) Ives FS17 - US10B-LS
I
Comment
Comment:
Comment:
B
Kitchen
1
Frame:
125" x 82-112"
Width:
4-111/16'5/4 Jam Extension 514 Reveal
Model:
Pozzi
North Elevation
Pozzi:
CIFRTS10068
Swing:
Inactive Left
To
Oil Rubbed Bronze
Description:
Clad Inswing 4-Panel French Sector Top
00
Standard Color - Chesnut Bronze
Action:
Multipoint Locking System
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Oil Rubbed Bronze Adjustable
6
ti
F _ _ -,- __ -,- __ __ __ — ___ — __ ___ —
10 ' -2 3 / 4"
Stucco Return Beyond
Fiosh & Seal per
Window Manufaturer
Polystyrene Blocking as Rc
Window Sill @ Clear Story
OJ0z Scale 1-112" := l'-O"
Polystyrene Blocking as RF
Rosh & See! per
Window Monufaturer
Drywall Return Beyond
e vil Expanding Foorn
Drywall Return Beyond
Stucco Return Beyond
Typical Window Head @ 2x8 Wall
�A
Scale 1-112" = V-0"
Stucco Return Beyond
Flesh & Sao[ per
Window Monufaturer
Snapped Flagstone Sill
Drywall Return Beyond
Pal
S
I
Typical Window Sill (4 2x8 Wall
Scale 1-1/2" = V-0"
D i y inc
r Z i
nensions Include (2) 2 x Inset Furring
? w/ Expanding Foam
Wood Casino
-A-1-1t, /_ At
1�
- I - ypical Window 1 @ 2x6 Wall
Sc 1 1 - i / 2 " = 1' -0"
Stucco Return
Flesh & Seal
Window ManUf0tL
Snapped Flogst,
Wood Cosine
Typical Window S11 (42x6 Well
I g I corn
'Scale 1-1/2 = 1 1- 0"
Window & Door Casing
cam,
Full Scale
WINDOW SCHEDULE
TYPE
Polystyrene Blocking as
CITY
jc
JAMB
o
A
Flash & Sea! p(
Window ManufaturE
1
Frame:
50-5/8" x
Width:
4-11/16" 514 Jan) Extension 514 Reveal
Model:
Pozzi
L
North Elevation
Pozzl:
Stucco Return Boyd,
D i y inc
r Z i
nensions Include (2) 2 x Inset Furring
? w/ Expanding Foam
Wood Casino
-A-1-1t, /_ At
1�
- I - ypical Window 1 @ 2x6 Wall
Sc 1 1 - i / 2 " = 1' -0"
Stucco Return
Flesh & Seal
Window ManUf0tL
Snapped Flogst,
Wood Cosine
Typical Window S11 (42x6 Well
I g I corn
'Scale 1-1/2 = 1 1- 0"
Window & Door Casing
cam,
Full Scale
WINDOW SCHEDULE
TYPE
LOCATION
CITY
UNIT
JAMB
HARDWARE
A
Study
1
Frame:
50-5/8" x
Width:
4-11/16" 514 Jan) Extension 514 Reveal
Model:
Pozzi
04.25.2007 Permit Submittal
North Elevation
Pozzl:
CIFRTS4068
Swing:
Inactive Let
Finish:
Oil Rubbed Bronze
POST OFFICE BOX 5821 4 2 5. 4 0 v
";'AIL COLORADO 81658 425,740,14140 f
gill ottell C, 00
Description:
Clad Inswing 2-Panel French SectorTop
Cladding,:
Standard Color Chesnut Bronze
Action.:
Multipoint Locking System
Sheet
A 6.02
WINDOWS
Date
01.29.2007
Scale
1f4 „ =1 $_ 0 0$
Cladding:
Standard Color - Chesnut Bronze
Hinge::
Oil Rubbed Bronze Adjustable
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Oil Rubbed Bronze
Backset:
Glazing:
High Altitude Low E2 Insulated Glass - Temp
Threshold,:
6-11/16"
Mortise /Dead:
SDL:
1W x 4H 1-3/8" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
(2) Ives FS17 - US10B-LS
I
Comment
Comment:
Comment:
B
Kitchen
1
Frame:
125" x 82-112"
Width:
4-111/16'5/4 Jam Extension 514 Reveal
Model:
Pozzi
North Elevation
Pozzi:
CIFRTS10068
Swing:
Inactive Left
Finish:
Oil Rubbed Bronze
Description:
Clad Inswing 4-Panel French Sector Top
Cladding:
Standard Color - Chesnut Bronze
Action:
Multipoint Locking System
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Oil Rubbed Bronze Adjustable
Bore:
Species.
Pine Interiors - Unfinished
Strike:
Oil Rubbed Bronze
Backset:
Glazing:
High Altitude Low E2 Insulated Glass - Temp
Threshold.
6-111/16"
Mortise/Dead:
SDL:
1W x 4H 1-318" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
(2) Ives FS17- USJOB-LS
Comment:
Comment:
Comment:
C
Powder
Frame:
36" x 48'
Width:
3-30 514 Jam Extension 514 Reveal
Model:
Pozzi
North Elevation
Pozzl:
CCCFS3648
Swing:
Finish:
Oil Rubbed Bronze
Description:
Clad French Casement Sector Top
Cladding:
Standard Color - Chesnut Bronze
Action:
Cladding
.1 .9
Standard Color - Chesnut Bronze
H
.9
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing:
High Altitude Low E2 Insulated Glass
Threshold:
Mortise/Dead:
SDL:
1W x AH 1-3/8" Bead Profile
Flange
Folding Nail Flange & Drip Cap
Stop:
Comment:
1
Comment:
comment:
C
Stairwell
I
Frame:
36"x 49'
Width:
3-30 514 Jam Extension 5/4 Reveal
Model:
Pozzi
North Elevation
Pozzi:
CCCFS3648
Swing:
Finish:
Oil Rubbed Bronze
Description:
Clad French Casement Sector Top
Cladding:
Standard Color Chesnut Bronze
Action:
Cladding:
Standard Color Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing:
High Altitude Low E2 Insulated Glass - Temp
Threshold:
Mortise/Dead:
SDL:
1W x 4H 1-318" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop
Comment,
Comment:
Comment:
D
Master Bath
I
Frame:
66" x 72"
Width:
3-3/8" 514 Jam Extension 5/4 Reveal
Model:
Pozzi
North Elevation
Pozzi:
CCCS2466-3
Swing:
Left - Center Unit Stationary - Right
Finish:
Oil Rubbed Bronze
Description:
Clad Casement Sector Top 3-Wide Unit
'Cladding:
Standard Color - Chesnut Bronze
Action:
C]IOdding:
Standard Color - Chesnut Bronze
Hinge;
Bore:
Species:
Pine interiors - Unfinished
Strike:
Backset:
Glazing:
High Altitude Low E2 Insulated Glass "Temp
Threshold:
Mortise/Dead:
SDL:
1W x 4H 1-3/8" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
Comment:
Comment.
Comment:
B
Master
1
Frame:
126'x 82-112"
Width:
4-11116'514 Jam Extension 614 Reveal
Model:
Pozzi
South Elevation
Po.zzi:
CIFRTS10068
Swing:
Inactive Left
Finish,:
Oil Rubbed.Bro.nze
Description:
Clad Inswing 4-Panel French Sector Top
Cladding:
Standard Color Chesnut Bronze
Action:
Multipoint Locking System
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Oil Rubbed Bronze Adjustable
Bore:
Species:
Pine Interiors - Unfinished
Strike::
Oil Rubbed Bronze
Backset:
Glazing:
High Altitude Low E2 Insulated Glass Temp
Threshold:.
6-11h6"
Mortise /Dead:
SDL:
1W x 4H 1 -318" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
(2) Ives FS17- - US10B-LS
Comment:
Provide alternate for Sage IGU
Comment:
Comment:
E
Living Room
I
Frame;
116'x 48"
Width:
3-3/6'5/4 Jam Extension 514 Reveal
Model:
South Elevation
Pozzi:
N/A
swing.:
Stationary
Finish:
Description:
Clad Picture Sector Top
Cladding:
Standard Color Chesnut Bronze
Action:
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing:
High Altitude Low E2 Insulated Glass
Threshold:
Mortise./Dead:
SDL:
4W x 2H 1-318" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
Comment:
Provide alternate for Sage IGU
Comment:
Comment:
F
Living Room
1
Frame:
116rx 84"
Width:
3-3/6'5/4 Jam Extension 5/4 Reveal
Model:
Pozzi
South Elevation
Pozzl:
CCC3084-CCCP5684-CCC3084
Swing:
Left - Center Unit Stationary , Right
Filni'sh:
Oil Rubbed Bronze
Description:
Factory .Mulled Clad Casement Windows
Cladding,
Standard Color - Chesnut Bronze
Action:
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors Unfinished
Strike;
Backset:
Glazing:
High Altitude Low E2 Glass
Threshold:
Mortise/Dead:
SDL:
1W x 4H 1-3/8" Bead Profile
Flange-
Folding Nail Flange & Drip Cap
Stop:
Comment:
Provide alternate for Sage IGU
Comment:
Comment:
B
Dining
I
Frame:
125' x 82-1/2"
Width:
4-11116" 514 Jam Extension 514 Reveal
Model:
Pozzi
South Elevation
Pozzi:
CIFRTS10068
Swing:
Inactive Left
Finish:
Oil Rubbed Bronze
Description:
Clad.Inswing 4-Panel.French Sector Top
Cladding:
Standard Color Chesnut Bronze
Action.:
Multipoint Locking System
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Oil Rubbed Bronze Adjustable
Bore:
Species
Pine Interiors - Unfinished
Strike:
Oil Rubbed Bronze
Backset:
Glazing
High Altitude Low E2 Insulated Glass - Temp
Threshold:
6-11/16"
Mortise/Dead:
SDL:
1W x 4H 1-3/8" Bead Profile
Flange:
Folding Nail Flange Drip Cap
Stop-,
(2). Ives FS17- - USIOB-LS
Provide alternate for Sage IGU
Comment.
Comment:
G
Guest Bedroom
-- Comment-
1
Frame'
125" x 82-1/2"
Width:
4-111116" 5/4 Jam Extension 514 Reveal
Model:
Pozzi
South Elevation
Pozzl:
CIFRT10068
Swing:
inactive Let
Finish:
Oil Rubbed Bronze
Description
Clad Inswing 4-Panel Frerich Units
Cladding:
Standard Color Chesnut Bronze
Action:
Multipoint Locking System
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Oil Rubbed Bronze Adjustable
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Oil Rubbed Bronze
Backset:
Glazing.
High Altitude Low E2 Insulated Glass - TeM
Threshold
6-11116"
Mortise/Dead:
SDL:
1W x 4H 1-318" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop,
(2) Ives FS436x435-314-US10B-LS
Comment:
l Provide alternate for Sage IGU
Comment:
Comment:
G
Family Room
I
Frame:
129' x 82-1/2"
Width:
4-11/16" 614 Jam Extension 5/4 Reveal
Model:
Pozzi
South Elevation
Pozzi:
CIFRT10068
Swing:
Inactive Let
Finish:
Oil Rubbed Bronze
Description:
Clad Inswiing 4-Panel French Units
Cladding:
Standard Color - Chesnut Bronze
Action:
Multipoint Locking System
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Oil Rubbed Bronze Adjustable
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Oil Rubbed Bronze
Backset:
Glazing:
High Altitude Low E2 Insulated Glass- Temp
Threshold:
6-11/16"
Mortise/Dead:
SDL'
1 W x 4H 1-3/8" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
(2) tvqs FS436x435_3f4-US10B-LS
Comment:
Provide alternate for Sage IGU
Comment:
Comment,
H
Garage
2
Frame
36" x 48
Width:
3-318" 514 Jam Extension 514 Reveal
Model:
Pozzi
South Elevation
Pozzl:
CCCFR3640
Swing!
Finish:
Oil Rubbed Bronze
Description:
Clad French Casement Unit
Cladding:
Standard Color Chesnut Bronze
Action:
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing:
High.Altitude Low E2 Insulated Glass
Threshold:
Mortise/Dead:
SDL:
1W x 3H 1-3/8" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
Comment:
Comment:
Comment,
C
Bedroom 1
3
Frame:
36" X 46
Width:
3-3/8 514 Jam Extension 5/4 Reveal
Model:
Pozzi
East Elevation
Pozzi:
CCCFS3648
Swing:
Finish:
Oil Rubbed Bronze
Description-.
Clad French Casement Sector Top
Cladding:
Standard Color - Chesnut Bronze
Action:
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing
High Altitude .Low E,2 Insulated Glass
Threshold:
Mortise/Dead:
SDL:
1W x 4H 1-3/8" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
Comment:
Comment.
Comment:
H
Dining
2
Frame:
36" x 48'
Width:
3-3 /6' 514 Jam Extension 6A Reveal
Model:
Pozzi
East Elevation
Pozzl,!
CCCFR3640
Swing:
Finish:
Oil Rubbed Bronze
Description:
Clad French Casement Unit
Cladding:
Standard Color Chesnut BronZe
Action:
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing:
High Altitude Low E2 Insulated Glass
Threshold:
Mortise /Dead:
SDL
1W x 3H 11-318" Bead Profile
Flange
9,Nail 'Fla. ' ge & Drip Cap
Stop:
Comment'.
Comment:
Comment:
H
Kitchen
1
Frame:
36" x 46'
Width:
3-3/8" 514 Jan) Extension 514 Reveal
Model:
PoZzi
East Elevation
Pozzl:
CCCFR3640
Swing:
Finish:
Oil Rubbed Bronze
Description:
Clad French Casement Unit
Cladding:
Standard Color Chesnut Bronze,
Action
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing:
High Altitude Low E2 Insulated Glass
Threshold:
Mortise/Dead
SDL:
1W x 3H 1-318" Bead Profile
Flange,
Foldin g Nail Flange & Drip Cap
: p
Stop
Comment:
Comment:
Comment:
C
Bedroom 2
3
Frame:
36" x 46'
Width:
3-3/6' 5 Jam Extension -5/4 Reveal
Mode 1:
Pozzi
West Elevation
Pozzl:
CCCFS3648
Swin
Finish:
Oil Rubbed Bronze
Description:
Clad French Casement Sector Top
Cladding:
Standard Color - Chesnut Bronze,
Action:
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing:
High Altitude Low E2 Insulated Glass
Threshold:
MortiselDead , :
SDL:
1W x 4H 1-3/8" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
Stop:
Comment
Comment
Comment:
H
Master Toilet
I
Frame:
36" x 48"
Width:
3, $14 Jam Extension 514 Reveal
Model:
Pozzi
West Elevation
Pozzl:
CCCFR3640
Swing:
Finish:
Oil Rubbed Bronze
Description:
Clad French Casement Unit
Cladding:
Standard Color Chesnut Bronze
Action :
Cladding:
Standard Color - Chesnut Bronze
Hinge:
Bore:
Species:
Pine Interiors - Unfinished
Strike:
Backset:
Glazing:
High Altitude Low E2 Insulated Glass
Threshold:
Mortise/Dead , :
SDL:
11W x 3H 1-318" Bead Profile
Flange:
Folding Nail Flange & Drip Cap
stop:
I
I
I Comment:
l
I Comment:
l
I Comment:1
1o' 1t ;/4.,
Revision issue
02.16.2007 DRB Resubmittal
03.02.2007 DRB Resubmittal
04.25.2007 Permit Submittal
General Contractor
L 1, C
CONSTRLrCTION
POST OFFICE BOX 5821 4 2 5. 4 0 v
";'AIL COLORADO 81658 425,740,14140 f
gill ottell C, 00
Project Name and Address
2498 Arosa Drive
Lot 12 Block C
Vail Das Schone
Town of Vail, Eagle County
Colorado
Project
0701
Sheet
A 6.02
WINDOWS
Date
01.29.2007
Scale
1f4 „ =1 $_ 0 0$
1o' 1t ;/4.,
1& 56'52'
R= 48.87'
L= 48.50'
UTILITY
EASEMENT
LOT 14
NOTES:
1) DATE OF SURVEY: 10/12/06
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
-c 8003.:3 FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE,
3) 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 THE CERTIFICATION SHOWN
HEREON.
4) BASIS OF ELEVATION: SEWER MANHOLE 860 INVERT = 8010.0,
S) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT SW CORNER LOT 10 AND S 1/4 COR SEC 11.
6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
AS SHOWN ON THE SUBDIVISION PLAT ONLY, A BOUNDARY SURVEY WOULD
BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
~ 7) 1' CONTOUR INTERVAL.
8) POSTED ADDRESS: 2498 AROSA DRIVE,
9) A PORTION OF THIS FALLS WITHIN A' MODERATE HAZARD DEBRIS FLOW AREA ACCORDING
TO OFFICIAL DEBRIS FLOW HAZARD MAP OF TOWN OF VAIL, COLORADO AS ADAPTED BY
COUNCIL ON OCTOBER 17, 2000 IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000.
(SEE DRAWING).
10) 5' WIDE EASEMENT SHOWN ALONG ALL SITE BOUNDARIES AND RIGHT OF WAYS RECORDED IN
BOOK 190, PAGE 559.
11) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL
SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION,
X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
X,X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER
SURVEYOR'S CERTIFICATE
(, Michael J. Post, a Professional land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic 'survey was
made by me and under my supervision, grid that the survey is accurate tared
correct to the best of my knowledge.
michce
�ycrtrr�
-
Color a
�y o e Z
o
M
TOPOGRAPHIC SURVEY
LOT 12, BLOCK C
A RE UBDIV I N OF VAIL_ BAS CHONE
F'IL...Ii�JG P\4 n, 1
TOWN OF VAIL_ EAGLE COUNTY, COLORADO
DO
897TOPO,DWG 10/16/06 KPJ JOB No. 897
EDGE ASPHALT ROAD
DESIGN CRITERIA: 2498 Aroso Drive Job #0703-05
Roof Live Load (Snow) - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 80 paf
Roof Dead Load ----------------------------------- 35 pnf
Floor Live Load ------------------------------------ 40 pef
Floor Dead Load ----------------------------------- 30 pof
Wind (3Second Gust) -------------------------------- 90 mph (Exp. B)
Seismic Design Category ---- --- ------------------------- EXEMPT '
|BC/IRCEdit|on ------------------------------------ 2003
FOUNDATION DESIGN:
o. Design of individual and continuous footings is based on o rnoxhnurn allowable bearing pressure of
1500 paf (dead load plus full live load).
b. Foundation and retaining wo||a have been designed using on noeunood lateral pressure of 55 pcf.
o. Footings ohoU be placed on the natural undisturbed ao1|, or compacted structural fill per the
recommendations of the gaoteohnico| engineer, below frost depth.
d. This foundation has been designed according to the design recommendations set forth in
geoteohnico| report #107 0133 by HP Ceotech. The contractor ohoU follow the construction
requirements from this oonna report.
o. Provide continuous foundation drains around the perimeter of all basement woUo and at the base
of retaining wo||n. Contact geozoohnioo| engineer for details.
t A representative of the gooteohnioo| engineer ohoU verify soils conditions and types during
excavation. Construction of the foundation may not proceed without verifying these values.
Report any discrepancies from original findings to otruoturol engineer for n*-evo|uot|on of
foundation design.
g. Bookfi|| around and above structural buttresses and retaining woUo ohoU be compaction -tested per
the recommendations of the Qeoteuhn7uol engineer.
h. Do not book0| against t i i woUo until supporting e|ernento (such as floor framing) are in
place and securely anchored, or adequate shoring is installed. Concurrent bonkfiUing of each side
of o free-standing retaining wall to final grades as indicated on plan or section is required unless
temporary shoring is installed.
i. Verify type of MU with aui|a engineer and structural engineer prior to bookfiUing.
REINFORCED CONCRETE:
o. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" /AC| 318A
as adopted by Chapter 19 of the 2003 IBC.
b. Structural concrete ohoD have o rninirnunn 28-day compressive strength of 3000 psi.
o. Concrete uhoU be proportioned using Type H| sulfate-resistant cement. Admixtures containing
chloride eo|ta ohoU not be used.
d. Cold weather concreting procedures ahoU be provided as recommended in the ACI Manual of
Practice Concrete
e Anchor bolts for beam and column bearing p|otoo ahoK be placed with setting templates.
t Expansion bolts nhoU be located at o rninhnurn of O bolt diameters from concrete edge and
apooad at o rnininnurn of 10 bolt diameters unless noted otherwise.
g. Anchor bolts for wood sill plates uhoU be placed at 4'-0" rnoxinnunn spacing with one anchor bolt
at 12" from each end or corner and o rninirnunn of two anchor bolts per piece.
h. Concrete floor o|obo on grade and on rneto| decking or plywood supported by framing oho|| hove
oo*n or tooled control joints at o rnoxirnunn spacing of 15-0" in each direction. Locate control
joints along on|urnn grid lines where possible and provide o|ob isolation joints around columns.
i Concrete coverage for reinforcing steel:
1� Concrete cost against and permanently exposed to earth: 3^
2. Concrete exposed to earth or weather:
A. #5 bar and aroo||ar 1 1/2
B. #8 through #18 bar 2^
3. Concrete not exposed to weather or in contact with ground:
A. Slobs, wo||a. joists (#11 bar and snnoUer) 3/4"
B. B*orne cn|unnne 1 1/2"
REINFORCING STEEL:
o. Detailing, fabrication and p|ocornont of reinforcing steel oho|! be in accordance with the /CI
Manual of Concrete Practice.
b. Except where otherwise noted on the drawings, reinforcing bars mhoi| conform to ASTW
Specification A015 and nho|| be grade 60 except tiao, field bent bars where permitted by note on
p|on' or bars to be welded, which aho|| be grade 40.
o. At splices, lop bars 44 diameters. Do not weld or use nnochonioo| splicing devices unless
specifically approved by engineer.
d. At oornors, rnoko horizontal bars continuous or provide corner bars. Around openings and steps
in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step.
e. Extend reinforcing steel o nninirnunn of 2'-6" through cold joints. Unless specifically located on
plan or details, coordinate ou|d joint locations with engineer.
t Epoxy adhesive for reinforcing duwa|o ahu|| be "Hi|ti" or "Simpson" or approved equivalent adhesive
oyatorna. W|ninnurn enobodrnenta if not opeoiHoo||y indicated on the drawings, aho{| be
according to the manufacturer's specifications.
g. Metric bar size conversion table:
METRIC
STRUCTURAL WOOD FRAMING:
o. Except where noted otherwise, all 2" nominal |unnber, t otudo, ehoU be Douglas Fir-Larch
#2 and batter, and all solid timber baonoa and posts J^ nominal and wider ohoU be Douglas
Fir-Larch #2.
b. Studs ahoU be Stud grade and better Douglas Fir-Larch or Horn Rr.
C. Built-up posts ohoU consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs per
plan and uho|i be nailed together with 2 rows of 16d nails @ G' on center along each stud.
d. Built-up beonna consisting of multiple 2x members ehoU be nailed together with two rows of 16d
nails ep000d at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at 24" on
center.
e' Top and bottom plates oho|| be Douglas Fir-Larch or Henn Fir #2 and better. Plates placed
directly on concrete woUo or slabs ahoU be pressu re- treot*d Hem Fir #2.
t Ledgers attached to concrete wmUn shall be treated Henn Fir #2, or if LVL material is uaod, aho||
have o continuous waterproof rnonnbrone between the concrete and the wood.
g. Wood b*onna bearing in beam pockets in concrete or masonry woUa ahoU bear on o treated 2x6
bearing block. Provide \4° clearance around end of wood beam. Block against sides of beam
pocket with treated 2x blocking to provide |otoro| support for beonn^
h. Beneath solid or built-up oo|urnno noted on p|ono blocking of area equivalent to column above
aho|| be provided within floor joint ap000e and in wo|| spaces below. Door or window trimmers
consisting of o single stud do not require opeo\o| blocking in the joist space.
i. Except as noted otherwise, nninirnunn nailing ahoU be provided as specified in the "Nailing
Sohedu|e" on the drawings /2003 |8C Table 2304.9.1\.
j. Bolts used for wood framing connections nhoU be installed with standard washers and nuts.
k. Unless noted uthorwiao, steel connectors such as those manufactured by the Simpson Company
ohoU be used to join rafters, joists or beorna to other beorna at flush-framed conditions. Use
all specified nails. Connector conditions not otherwise noted ahoU utilize Tvom U or Type HU
hangers of o size specifically designed for the rn*rnber supported, as shown in the
manufacturer's published tables. Contact structural engineer for details as required.
|. Wood nailer p|otoa installed on steel baonno or concrete woUo for top-flange hangers shall be
ripped to rnotoh the width of the wall or beam flange. Nailer plates supporting top flange
hangers from one side only ohoU be installed flush with the face of wall or beam flange at the
hanger locations.
nn. Manufactured joists oho|| be from on approved manufacturer and nho|| be equivalent in load
carrying capacity and deflection criteria to BC| GODO series joists in the depths and spacings
indicated on plan. Provide blocking, broo|ng, web stiffeners and other accessories as required by
the manufacturer.
n. Laminated veneer lumber (LVL) oho|| have the following nn|ninnurn properties:
1. Flexural utraua - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi
2. Modulus of elasticity --------------------------------- 1 poi
3. Tension poro||o| to groin ------------------------------ 1850 psi
4. Compression puro||o| to grain --------------------------- 2310 poi
5. Compression perpendicular to groin (parallel to glue line) --------- 750 poi
S. Horizontal shear ----------------------------------- 285 poi
7. Connection of multiple-member beams:
A. Top-loaded beams
i\ For members 12" deep or |eoa, nail each rnenob*r to the next with 2 rows of 16d
nails at 12" o.c.
ii) For nnonnboro greater than 12" deep, nail each member to the next with 3 rows of
16d nails at 12 o.c.
B. Side-loaded beonna
i\ For two or three member beonoo, nail each member to the next with 3 rows of 18d
nails at 12" o.c.
ii) For four member beorna bolt through with 2 rows of 1/2" diameter bolts at 12" o.c.
iii) For members consisting of more than four nnernbern, contact structural engineer.
o. All lumber used in construction uho|| hove o nnoxinounn moisture content of 19%.
p. Un|oaa mode of treated or naturally decay-resistant wood, all deck bonnno and joists (including
g|uo-|onna) wider than 1 ahoU be aoo|ed and flashed at the top surface per architect.
q. Framing Notes:
1. Exterior *oUa:
A. All exterior *mUe are 2x6 studs @ 16^ o.c. to o rnoxinnunn height of 12'-6 2x6 studs @
12^ o.c. to o nooxinnuno height of 14'-6 and (2)-2x6 studs @ 18 to o rooxinounn
height of 17'-4^ unless otherwise noted. WoUa taller than 17'-4 ohoU be framed with
manufactured laminated studs. Contact engineer for spacing requirernenta, if not
indicated on plan. Cop with o double top plate installed to provide overlapping at
corners and at intersections with other partitions. If overlap is not pomaib|o, strop top
plates with rnoto| strap ties (Simpson 3T292 or equivalent).
8, Gable-end wo||m nho|| be balloon-framed to the bottom of rafters or end-wall trusses
unless approved by engineer.
C. Floor or roof framing rnernboro must be aligned to boor within 5 inches of the studs
beneath.
D. Provide 7/18^ thick APA rated sheathing (plywood or OSB) rated 24/16. exposure 1, at
exterior face of exterior *o||o. Block all - horizontal joints and nail panels with 8d noUa
spaced at S" along panel edges and at 12" along intermediate supports.
E. Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer and
one 2x8 king stud each end, unless otherwise indicated.
F. At boorn bearing locations in stud no||a, provide multiple-stud posts equal to width of
bearing member unless noted otherwise.
2. Interior Load Bearing Wo|[a:
A. Interior load bearing wo||e are 2x4 or 2x6 studs (as indicated on plan) @ 16" o.c. with
1/2" gypsum wallboard both sides unless noted otherwise. Cop with u double top plate
installed to provide overlapping at corners and at intersections with other partitions. If
overlap is not possible, strop top p|otan with rneto| strap ties (Simpson ST292 or
equivalent).
B. Floor or roof framing noonnbora must be aligned to boor within 5 inches of the studs
beneath.
C. Provide (2)-2x1O headers over all openings in wo|(, with one 2x4 or 2x6 trimmer and one
2x4 or 2x6 king stud each end, un|oau noted otherwise.
D. At boorn bearing locations in stud wo||o, provide multiple-stud posts equal to width of
bearing nnornbar un|oun noted otherwise.
3. Floor Construction:
A. Provide 3/4" thick APA rated Sturdifloor rated at 24 o.o., tongue and groove. exposure 1.
Glue and nail panels to all supports with 8d nails spaced at G" along panel edges and at
12" along intermediate supports. |nato|| sheathing with long dimension perpendicular to
joists and end joints staggered.
B. Provide solid blocking between floor joists at all bearing locations. Blocking material oho||
match the floor joist material.
4. Roof Construction:
A. Provide 3/4" thick APA plywood sheathing rated 40/20. exposure 1. |nato|| sheathing
with long dimension perpendicular to rafters or trusses and end joints staggered. Nail
with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports.
B. Plywood sheathing aho|| be applied continuously over the primary roof members (rafters or
trusses) below overfrornod orooa to provide adequate lateral atobi|ity.
C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. See
nailing schedule.
D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations.
Blocking nnotorio| ohoU rnotoh rafter, truss chord, or lookout rnotorio|.
5. Wind Bracing:
A. Wo||o over 4 feet long which are sheathed with gypsum wallboard on both faces and are
indicated as shear *oUa on plan have been designed to resist wind forces in accordance
with Table 2308.4.5 of the 2003 |8C.
B. At shear wo||a. screw 1/2" gypsum wallboard to all studs and to top and bottom plates
with #B x 1 " drywall screws at 7" nnoxinnunn spacing.
C. Exterior plywood or OSB wall sheathing is required un|oao specifically deleted by engineer.
STRUCTURAL STEEL:
o. Structural steel oho|| be detailed, fabricated and erected in accordance with the most current
editions of /USC Specifications and Code of Standard Practice.
b. Structural steel YV shapes uhoU be ASTW A992. Other rolled shapes, including plates and angles
aho|| be ASTW A36. Round or rectangular HSS shapes shall be ASTW A500 grade B.
c. All bolts used in steel framing ohoU conform to ASTW Specification A325. Anchor bolts and bolts
used in timber connections may be ASTN A307. Bolt sizes shall be 3/4" diameter unless noted
otherwise.
d. Tvo[oo| framed beam connections shall consist of pairs of 1/4" angles using the nnoxinnunn
number of bolts called for in Table ||-A of the 4|SC Wonuo| (ASD Ninth Edition).
e. Expansion bolts ohoU be wedge type "Hi|ti" or ~ Row| ^ or ''3innpoon or approved equivalent with
the following rnininounn ennbedrnontm
1/2" diameter ---- 2 1/2
5/8" diameter ---- 3"
3/4" diameter ---- 4"
f. Epoxy anchors co||ad for on the drawings aho|| be "Epoun" or ''Row|" or "Sinnpson" or approved
equivalent anchor systems. Minimum ernbodrnenta, if not specifically indicated on the drowinga,
ohu|| be according to the manufacturer's specifications,
g. All welding oho|| be done by on AWS qualified welder.
h. Delay pointing within 3" of field welds until welds are completed.
|. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer
aho|| be galvanized and oho|| be attached to the foundation with galvanized or stainless steel
expansion anchors.
j. All grout beneath column b000 p|otoo and steel beorno at bearing aho|| be non-shrink,
non-metallic typo grout. Grout shall have o nninionuno compressive strength of 2508 psi.
STONE/BRICK VENEER:
o. Anchored stone or brick veneer and its ottoohrnonta nhoU conform to IBC Section 1405.6 with o
*ino tie to the structural booking for every 2 equona feet of vonamc
b. Un|oou noted otherwise, provide loose lintels over openings as follows, one angle for each 4^ of
wall thickness, long leg vortioo|, to boor 4" nninirnurn each end:
Openings to4/-O"--------------------
CONNECTION
3
x
x1/4"
Openings 4'-l" toG'-O"
- - - - - - - - - - - - - 4"x31
LONG LEG VERTICAL
^ x
ABOVE FINISHED GRADE
Openings G'-l" tu8'-O
- - - - - - - - - - - - - 5"
x
1/2" x
2 - 8d common
Openings 8'-1 to 1O'-U"
----------- G^
x J
1/2 x
5/16"
(Multi ong|oo ahoU be
oriented back-to-back)
3. 1" x 6" subfloor or less to each joist
2 - 8d common
face nail
o. Stone or brick veneer aho|| be
supported on dry-stock
CWU
units
to the foundation, or provide
steel angle support per details on the drawings.
r). Sole plate to joist or blocking
16d at 16" o.c.
typical face nail
GENERAL REQUIREMENTS:
o. Structural erection and bracing: The structural drawings illustrate the completed structure with
all elements in their final poaitiona, properly supported and braced. The oontrootor, in the proper
sequence, nhoU provide shoring and bracing as may be required during construction to achieve the
Unm| completed structure. Contact structural engineer for consultation /not in contract) on
required.
b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not
000{e drawings.
o. Construction practices: General contractor is responsible for nnoonn no*thodn, techniques,
sequences and procedures for construction of this project. Notify structural engineer of onninaiuna
or conflicts between the working drawings and existing conditions. Coordinate requirements for
mechanical/electrical /plumbing penetrations through structural elements with structural engineer.
Joboito safety in the an|o responsibility of the contractor. All methods used for construction ahoU
be in 0000rdonoa with the latest editions of the |8C/URC.
d. Details not apooifioo||y shown on the drawings ahoU be constructed in o manner ainnUor to the
details that are shown for like conditions. These itonno ahoU be brought to the attention of the
structural engineer as noon as possible for approval. Approval ahoU be obtained prior to
installation.
e. It is the responsibility of the contractor to contact the structural engineer at the appropriate
time to perform site observation visits. Observation visits to the jobsite by the engineer are for
determination of general conformance with the construction documents and oho|| not be construed
as inspection.
f. Though every effort is rnodo to provide o complete and d*or set of construction doournenta,
discrepancies or omissions may occur. Re|ooan of these drawings anticipates cooperation and
continued communication between the oontrootor, architect and engineer to provide the beat
possible structure. These drawings have been prepared for the use of o qualified contractor
experienced in the construction techniques and ayatonoe depicted.
2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1)
CONNECTION
FASTENINGO m
LOCATION
1. Joist to sill or girder
3 - 8d common
toenail
LONG LEG VERTICAL
A.F.G.
ABOVE FINISHED GRADE
LOWG|T.
3 - 3" 14 gage staple
ADJ.
2. Bridging to joist
2 - 8d common
toenaileach end
ANCH.
ANCHOR
LVL
LAMINATED VENEER LUMBER
2 - 3" 14 gage staple
APPROXIMATELY
3. 1" x 6" subfloor or less to each joist
2 - 8d common
face nail
4. Wider than 1" x 6" subfloor to each joist
3 - 8d common
face nail
5, 2" subfloor to joist or girder
2 - 16d common
blind and face nail
r). Sole plate to joist or blocking
16d at 16" o.c.
typical face nail
WA7
MATERIAL
BLKG.
BLOCKING
WANUF.
MANUFACTURER
Sole plate to joist or blocking at braced
3 - 16d per 16"
braced wall panels
MINIMUM
BOT.
BOTTOM
/N\
NEW
B.O.VV.
7. Top plate to stud
2 - 16d common
end nail
BRG.
BEARING
N. W.
NORMAL WEIGHT
3 - 3" 14 gage staple
CANTILEVER
8. Stud to sole plate
4 - 8d common
toenail
CONTROL JOINT
OPNG.
OPENING
CMU
3 - 3" 14 gage staple
OSB
ORIENTED STRAND BOARD
2 - 16d common
end nail
IT
PLATE
CLG.
CEILING
3 - 3" 14 gage staple
PLYWOOD
9. Double Studs
16d at 24" o.c.
face nail
POCKET
CLR.
CLEARANCE
R.O.
ROUGH OPENING
COL,
10. Double top plates
16d at 16" o.c.
typical face nail
CONC.
CONCRETE
REF.
REFERENCE
CONN,
CONNECTION
Double top plates
8 16d common
lop splice
CONTINUOUS
REQ'D
REQUIRED
CONST.
12 3" 14 gage staple typical face nail
RET.
11. Blocking between joist or rafters
3 - 8d common
toenail
REV.
REVISION
C.W.
CRIPPLE WALL
3 - 3" 14 gage staple
ROUGH SAWN
12. Rim joist to top plate
8d at 6" (152mm) o.c.
toenail
SCHEDULE
DE
DETAIL
SECT.
SECTION
D|AG.
13. Top plates, lops and intersections
2 - 16d common
face nail
DWL.
DOWEL
S| k4.
SIMILAR
3 - 3" 14 gage staple
DRAWING
14. Continuous header, two pieces
16d common
16" o.c. along edge
15. Ceiling joists to plate
3 - 8d common
toenail
E. J.
EXPANSION JOINT
SQ.
SQUARE
5 - 3" 14 gage staple
ELEVATION
16. Continuous header to stud
4 - 8d common
toenail
17. Ceiling joists, lops over portions
3 - 16d common minimum, Table 2308.10.4.1
face nail
EQUIP.
4 - 3" 14 gage staple
STRUCT.
18. Ceiling joists to parallel rafters
3 - 16d common minimum, Table 2308.10.4.1
face nail
T
4 - 3" 14 gage staple
EXSTC.
19. Rafter to plate
3 - 8d common
toenail
(E)
3 - 3" 14 gage staple
T&G
20. 1" diagonal brace to each stud and plate
2 - 8d common
face nail
T�O.
2 - 3" 14 gage staple
EX
21, 1" x 8" sheathing to each bearing wall
2 - 8d common
face nail
22. Wider than 1" x 8" sheathing to
3 - 8d common
face nail
each bearing wall
FDTN.
FOUNDATION
23. Built-up corner studs
16d common
24" o.c.
FLOOR
T.O.M.
TOP OF MASONRY
FRWG.
FRAMING
T.O.VY.
24. Built-up girder and beams
20d common at 32" o.c.
face nail at top and
THRU
3" x 0.131" nail at 24" o.c.
bottom staggered on
GAUGE
3" 14 gage staple at 24" o.c.
opposite sides
GALV.
2 - 20d common
face nail at ends and at
TREATED
GEN.
GENERAL
TS
3 - 3" 14 gage staple
G, L.
25. 2" planks
16d common
at each bearing
26. Collor tie to rafter
3 - 10d common
face nail
UNLESS NOTED OTHERWISE
HDR.
HEADER
YERT.
4 3" 14 gage staple face nail
HOR|Z.
27. Jack rafter to hip
3 - 10d common
toenail
HSS
HOLLOW STEEL SECTION
W. F.
WIDE FLANGE
4 - 3" 14 gage staple
HEIGHT
W. P.
2 - 16d common
face nail
INTERIOR
VV.YY.F.
WELDED WIRE FABRIC
INV.
3 - 3" 14 gage staple
WD.
28. Roof rafter to 2-by ridge beam
2 - 16d common
toenail
VV
WITH
J3T.
JOIST
3 - 3" 14 gage staple
WITHOUT
2 - 16d common
face nail
3 - 3" 14 gage staple
29. Joist to bond joist
3 - 16d common
face nail
5 - 3" 14 gage staple
30. Ledger strip
3 - 16d common
face nail
4 - 3" 14 gage staple
31, Wood structural panels and particleboard: b
1/2" and less 8d' (per KRIVI )q
Subfloor, roof and wall sheathing
2 3/8" x 0.131" nailn
2" 16 gageP
Single Floor (combination subfloor-
3/4" and less 8d' (per KRM)q
underlayment to framing):
7/8" to 1" 8de
32. Panel siding (to framing)
1/2" or less 6df
33. Fiberboard sheathing:
1/2" No. 11 gage roofing n ailh
6d common nail
No. 16 gage stoplei
25/32" No. 11 gage roofing nailh
8d common nail
No. 16 gage staple
34. Interior paneling
1/4
4di
NOTES T0 TABLE 23049.1
For Sk 1 inch = 25.4mm. 2 J/O^ x 0.113^ nnUw and 3^ x 0.131^ noUn are standard 8d and 10d Gun nails.
o. Common or box noUa are permitted to be used cnucpt where otherwise stated.
b. woi|m spaced at J inches on center at edges, 12 inches at mtmrmomoto supports except 8 inches at supports where
spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear wmUn
refer to Section 2305. Nails for wall sheathing are permitted to be cummun, box or cooing.
u Common or deformed shank.
& Common
r. Deformed shank.
t Cormoivn -mmiotontsidingoronaingnoi|.
g. Fasteners opoovd 3 inches on center at exterior edges and 8 inuxua on center at intermediate supports,
x. Corrosion- resistant roofing nails with 7/16-invh diameter head and 1 1/2 inch length for 1/2-inch sheathing and
1 3/4 inch length for 25/32-inch sheathing
i. Corrosion -resistant staples with nominal 7/18-inch crown and 1 1/8 inch length for 1/2-inch sheathing and 1 1/2 inch
length for 25/32-innh sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of
the pone|, unless otherwise marked).
j. Cooing or finish nails spaced 5 inches on panel odgoa. 12 inches at intermediate supports.
k. Panel ovppn,ta as 24 inches. Cooing or finish nails ap000d 8 inches on panel edges, 12 inches at intermediate supports.
|. For roof sheathing applications, Dd nails are the minimum required for wood structural panels
m. Staples ohoU have o minimum om*n width of 7/16 inch.
n. For roof sheathing opplicotiona, fasteners spaced at 4 inches on center at edges, 8 inuboo at intermediate supports,
o. Fasteners spaced 4 inches on center at edguo. O inches at intermediate supports for oubfloor and wall sheathing and 3
\ncxma on center at edges, h inches at intermediate supports for roof sheathing.
p. Fasteners opoovd 4 inches on center at edges, 8 inoxoa at intermediate supports.
q. Items noted as ^po, KRM^ have been changed from the IBC aohodv|* to o more restrictive requirement.
&B.
ANCHOR BOLT
LAW,
LAMINATED
A.FF.
ABOVE FINISHED FLOOR
LLV
LONG LEG VERTICAL
A.F.G.
ABOVE FINISHED GRADE
LOWG|T.
LONGITUDINAL
ADJ.
ADJUSTABLE
LTWT
LIGHTWEIGHT
ANCH.
ANCHOR
LVL
LAMINATED VENEER LUMBER
APPROX.
APPROXIMATELY
LSL
LAMINATED STRAND RIM MATERIAL
ARCH.
ARCHITECT
MAX.
MAXIMUM
BD.
BOARD
MECH.
MECHANICAL
BLDG.
BUILDING
WA7
MATERIAL
BLKG.
BLOCKING
WANUF.
MANUFACTURER
8W.
BEAM
MIN.
MINIMUM
BOT.
BOTTOM
/N\
NEW
B.O.VV.
BOTTOM OF WALL
NOM.
NOMINAL
BRG.
BEARING
N. W.
NORMAL WEIGHT
CANT
CANTILEVER
O. C.
ON CENTER
C. J.
CONTROL JOINT
OPNG.
OPENING
CMU
CONCRETE MASONRY UNIT
OSB
ORIENTED STRAND BOARD
CEM.
CEMENT
IT
PLATE
CLG.
CEILING
PLYWD.
PLYWOOD
CENTERLINE
PKT.
POCKET
CLR.
CLEARANCE
R.O.
ROUGH OPENING
COL,
COLUMN
RAD.
RADIUS
CONC.
CONCRETE
REF.
REFERENCE
CONN,
CONNECTION
RE|NF,
REIN FORCE/RBNR}RCEMENT
CONT.
CONTINUOUS
REQ'D
REQUIRED
CONST.
CONSTRUCTION
RET.
RETAINING
C.P.
CRIPPLE POST
REV.
REVISION
C.W.
CRIPPLE WALL
R.S.
ROUGH SAWN
DBL.
DOUBLE
3CHED.
SCHEDULE
DE
DETAIL
SECT.
SECTION
D|AG.
DIAGONAL
SHT.
SHEET
DWL.
DOWEL
S| k4.
SIMILAR
DWG.
DRAWING
S.1.P.
STRUCTURAL INSULATED PANEL
EA.
EACH
SPEC.
SPECIFICATION
E. J.
EXPANSION JOINT
SQ.
SQUARE
ELEV.
ELEVATION
STD.
STANDARD
EN G.
ENGINEER
5TL.
STEEL
EQUIP.
EQUIPMENT
STRUCT.
STRUCTURAL
EQUIV.
EQUIVALENT
T
TRIMMER
EXSTC.
EXISTING
T&B
TOP /k BOTTOM
(E)
EXISTING
T&G
TONGUE & GROOVE
EXP.
EXPANSION
T�O.
TOP 0F
EX
EXTERIOR
T.O.C.
TOP OF CONCRETE
F. D.
FLOOR DRAIN
T.O.F.
TOP OF FOOTING
FDTN.
FOUNDATION
T.0.L
TOP OF LEDGE
FLR.
FLOOR
T.O.M.
TOP OF MASONRY
FRWG.
FRAMING
T.O.VY.
TOP OF WALL
FTG.
FOOTING
THRU
THROUGH
GA.
GAUGE
TRANSV.
TRANSVERSE
GALV.
GALVANIZED
TRTD.
TREATED
GEN.
GENERAL
TS
TUBE STEEL COLUMN
G, L.
GLUE-LAM
TYP.
TYPICAL
GYP.
GYPSUM/GYPCRETE
U.N.O.
UNLESS NOTED OTHERWISE
HDR.
HEADER
YERT.
VERTICAL
HOR|Z.
HORIZONTAL
V.|.F.
VERIFY IN FIELD
HSS
HOLLOW STEEL SECTION
W. F.
WIDE FLANGE
HT.
HEIGHT
W. P.
WATERPROOF
INT.
INTERIOR
VV.YY.F.
WELDED WIRE FABRIC
INV.
INVERTED
WD.
WOOD
K
KING STUD
VV
WITH
J3T.
JOIST
VV/O
WITHOUT
ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH
PRESSURE-TREATED LUMBER SHALL HAVE A S|MPSON ZWAX OR
HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE
GALVANIZED PER A5TW A153. CONTACT ENGINEER FOR
ALTERNATE USE OF BARRIER MEMBRANES.
,
�
|
-
�
TYPICAL PLUMBING/MECHANICAL HEADER
|-JOIST OR LVL
HEADER TO MATCH
DEPTH OF FLOOR
JOISTS
° "
CONNECTION SCHEDULE
SIMPSON
H5
LJ 00
SIMPSON JL4x4xl/4xO'-5 1/2 W/
(D
NOT USED
0
co
,
�
|
-
�
TYPICAL PLUMBING/MECHANICAL HEADER
|-JOIST OR LVL
HEADER TO MATCH
DEPTH OF FLOOR
JOISTS
° "
LJ 00
0
co
designed by
ALE
drawn by
JDH
checked by
issued
PERMIT 04Z25ZO7
sheet
JOB #0703-05
1O'—O"
50'—O"
24'—O"
STEP
TO.F.
.
18'—O"
T.O.W. = SLOPING
STEP
T.O.F. = 86'-11 3/8
T0.W. = g3'-6
T.O.F. = O0`-8
' "
24—U
5O'—O"
! ,
Cn
w
|
2'-6" 2'-0"� `-
IBM
rAft Wm : -1
kwm
OUNDATION PLAN
NORTH
SCALE: 1 /zL �� 1 , __(l ,,
.'`'' `^_`_. . / . . ~ 4or ft
PLAN NOTES
1.
ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN
THUS:
lxq
SIZE
C:
THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT
THE
MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS.
5 T. 0. F. 9 5'– 8
2.
TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL
BEARING
CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF DVEREXCAVA7lON
IS REQUIRED.
J.
STEPS IN TOP OF CONCRETE WALL INDICATED:
4.
CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE
FOUNDATION
WALLS UNLESS NOTED OTHERWISE.
d �
CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS
ARE O"
THICK x 18" WIDE UNLESS NOTED OTHERYMSE,
O.
DO NOT SCALE DRAWINGS.
0
Co
jox
Cc
4" CONCRETE SLAB ON 4" CLEAN
designed by
ALE
drawn by—
JDH
checked by
issued
PERMIT 04 25 07
T.O.W. 102'–O��
T. 0. F. 9 5'– 8
GRAVEL BASE ON UNDISTURBED
GRADE OR COMPACTED
1 STRUCTURAL FILL PER SOILS
ENGINEER. REINFORCE SLAB WITH
IN SLAB THROUGHOUT. PROVIDE
sheet
O d
2
JOB #0703-05
STEP
T.O.F.
Z T-07
T.O.F. 86'–ll 3/8
1" DEEP SAWN OR TOOLED
CONTROL JOINTS AT 15'-0"
2'-0"
STEP
MAXIMUM SPACING EACH WAY.
T7 \
STEP
0
2'– 2
8'0
r T.O.W. 90'–ll 3/8
GRAVEL BASE ON UNDISTURBED
GRADE OR COMPACTED
SLAB
4 1 �5
STEP
T.OF.
90'-8 3/8 ENGINEER. REINFORCE SLAB WITH
1 IN SLAB THROUGHOUT. PROVIDE
1" DEEP SAWN OR TOOLED
CONTROL JOINTS AT 15-0"
MAXIMUM SPACING EACH WAY.
STEP T.O.-�
SLAB
r3 86'–ll 3/8[—1
O L 90'–ll 3/81
E \ T.O. SLAB
_0
1
L C 0
T.O. SLAB
1
F
L 'T T.O. SLAB
0
N �S7
0
0
L 90'
-11 3/8 T.O.F. 86'–ll 3/8
4" CONCRETE SLAB ON 4" CLEAN
GRAVEL BASE ON UNDISTURBED
SLAB'
T.O.F. 86'–ll 3/8
00
I
4% - (o
GRADE OR COMPACTED
ENGINEER. REINFORCE SLAB WITH
IN SLAB THROUGHOUT. PROVIDE
1 " DEEP SAWN OR TOOLED
SLOPE
SLAB
MAXIMUM SPACING EACH WAY.
\r T.O. DRAIN T.O.F. 86'–ll 3/8
A T�O-W. 90'–ll 3/8
.F. 86'
C T.O.W. 90'–ll 3/8
Y' �2
O L 90'–ll 3/8
T.O. SLAB
' "
24—U
5O'—O"
! ,
Cn
w
|
2'-6" 2'-0"� `-
IBM
rAft Wm : -1
kwm
OUNDATION PLAN
NORTH
SCALE: 1 /zL �� 1 , __(l ,,
.'`'' `^_`_. . / . . ~ 4or ft
PLAN NOTES
1.
ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN
THUS:
TO.VK=TUP OF CONCRETE WALL T.D.F.=TOP OF CONCRETE FOOTING
SIZE
C:
THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT
THE
MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS.
2.
TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL
BEARING
CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF DVEREXCAVA7lON
IS REQUIRED.
J.
STEPS IN TOP OF CONCRETE WALL INDICATED:
4.
CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE
FOUNDATION
WALLS UNLESS NOTED OTHERWISE.
5.
CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS
ARE O"
THICK x 18" WIDE UNLESS NOTED OTHERYMSE,
O.
DO NOT SCALE DRAWINGS.
SPREAD FOOTING SCHEDULE
TYPE
SIZE
C:
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issued
PERMIT 04 25 07
sheet
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2
JOB #0703-05
Ffr� FBM. PKT.
1 LSL RIM @ FLOOR
PERIMETER INDICATED THUS.
MAIN FLOOR FRAMING PLAN SCALE: 1/4" = 1^—O"
PLAN NOTES:
1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS:
2 POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:
NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Z
SINGLE STUD TRIMMERS THAT D0 NOT REQUIRE BLOCKING BELOW ARE INDICATED: �
3. ALL COLUMNS ARE LABELLED AT THE TOP.
4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURO|FLOOR EXP.1 SPAN
RATING 24 O.C.
5. (XXX'—XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL EXCEPT HEADER3, ARE
FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED).
/_\"
�. " �� INDICATES CONNECTION TYPE — REF 31 FOR SCHEDULE.
7. ALL FLOOR JOISTS ARE 11 7/8" BC| 6000 1.7 @ 18 O.C., TYPICAL, UNLESS NOTED OTHERWISE.
/
AM
TYP
Ld
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1 LSL RIM @ FLOOR
PERIMETER INDICATED THUS.
MAIN FLOOR FRAMING PLAN SCALE: 1/4" = 1^—O"
PLAN NOTES:
1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS:
2 POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:
NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: Z
SINGLE STUD TRIMMERS THAT D0 NOT REQUIRE BLOCKING BELOW ARE INDICATED: �
3. ALL COLUMNS ARE LABELLED AT THE TOP.
4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURO|FLOOR EXP.1 SPAN
RATING 24 O.C.
5. (XXX'—XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL EXCEPT HEADER3, ARE
FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED).
/_\"
�. " �� INDICATES CONNECTION TYPE — REF 31 FOR SCHEDULE.
7. ALL FLOOR JOISTS ARE 11 7/8" BC| 6000 1.7 @ 18 O.C., TYPICAL, UNLESS NOTED OTHERWISE.
/
AM
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designed by
ALE
drawn by
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checked by
issued
PERMIT 04/25ZO7
sheet
3
JOB #0703-05
�
1 + \ 611d TF l
PROVIDE I—JOIST
lb BLOCKING BELOW
WALL ABOVE
109
PROVIDE |-JOIST
BLOCKING BELOW
WALL ABOVE
Az
EXTERIOR HEADERS ARE:
2x8 TRIMMER AND (l)-2x6
OR 2x8 KING STUD EA.
SIDE, TYP. UNLESS NOTED
OTHERWISE
PROVIDE I-JOIST
BLOCKING BELOW
WALL ABOVE
X+6"
�4 x 0)
11 7/8 LVL D
11 7/8 LVL
INTERIOR HEADERS ARE:
(2)-2x1O'o W/ (1)-2x6 OR
2x8 TRIMMER AND ( 2x6
OR 2x8 KING STUD EA.
SIDE, TYP. UNLESS NOTED
OTHERWISE
4)-1 3/4x l4 LVL
tK
UPPER FLOOR FRAMING PLAN SCALE: 1/4" = l'—O"
PLAN NOTES:
1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS:
2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:
NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0
SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: �
3. ALL COLUMNS ARE LABELLED AT THE TOP.
4. FLOOR SHEATHING IS 3/4 TONGUE AND GROOVE APA STUR0FLOOR, EXPA, SPAN
RATING 24O.C.
5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. 000D BEAMS AT THIS LEVEL EXCEPT HEADERS ARE
FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED).
/, _\
5, " �/ INDICATES CONNECTION TYPE - REF 31 FOR SCHEDULE.
7. ALL FLOOR JOISTS ARE 11 7/8" BCI 6000 1.7 @ 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE.
PROV |-JOIST
BLOCKING BELOW
WALL ABOVE
1 LSL RIM K0 FLOOR
PERIMETER INDICATED THUS. �
TYP. ~
|�
/3\-2x1O'a VV/ (1)-2x6 DR
2x8 TRIMMER AND ( 2xO
OR 2x8 KING STUD EA.
S|DE, TYP. UNLESS NOTED
OTHERWISE
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PERMIT 04/25/07
sheet
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On
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EXTERIOR HEADERS ARE:
2x8 TRIMMER AND (l)-2x6
OR 2x8 KING STUD EA.
SIDE, TYP. UNLESS NOTED
OTHERWISE
PROVIDE I-JOIST
BLOCKING BELOW
WALL ABOVE
X+6"
�4 x 0)
11 7/8 LVL D
11 7/8 LVL
INTERIOR HEADERS ARE:
(2)-2x1O'o W/ (1)-2x6 OR
2x8 TRIMMER AND ( 2x6
OR 2x8 KING STUD EA.
SIDE, TYP. UNLESS NOTED
OTHERWISE
4)-1 3/4x l4 LVL
tK
UPPER FLOOR FRAMING PLAN SCALE: 1/4" = l'—O"
PLAN NOTES:
1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS:
2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED:
NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0
SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: �
3. ALL COLUMNS ARE LABELLED AT THE TOP.
4. FLOOR SHEATHING IS 3/4 TONGUE AND GROOVE APA STUR0FLOOR, EXPA, SPAN
RATING 24O.C.
5. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. 000D BEAMS AT THIS LEVEL EXCEPT HEADERS ARE
FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED).
/, _\
5, " �/ INDICATES CONNECTION TYPE - REF 31 FOR SCHEDULE.
7. ALL FLOOR JOISTS ARE 11 7/8" BCI 6000 1.7 @ 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE.
PROV |-JOIST
BLOCKING BELOW
WALL ABOVE
1 LSL RIM K0 FLOOR
PERIMETER INDICATED THUS. �
TYP. ~
|�
/3\-2x1O'a VV/ (1)-2x6 DR
2x8 TRIMMER AND ( 2xO
OR 2x8 KING STUD EA.
S|DE, TYP. UNLESS NOTED
OTHERWISE
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drawn by
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issued
PERMIT 04/25/07
sheet
4
JOB #0703-05
CONT. 1 3/4x14 LVL L
W/ /3\—LEDGERLOK LL
FASTENERS @ 1O^^ O.C.
ofig 11
ROOF FRAMING PLAN SCALE: 1Z�4�=V—O" � I k
PLAN N[lT�� ' —'' ''_�__'
1. POSTS BELOW ARE INDICATED: 0
NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED:
SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: �
2. ALL COLUMNS ARE LABELLED AT THE TOP.
5. ROOF SHEATHING IS 3/4" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20.
4. "/-\" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE.
5. ROOF BEAMS ARE DROPPED UNLESS NOTED AS (FLUSH).
O. ALL ROOF RAFTERS ARE: 1 3/4x14" LVL`a @24", TYPICAL, UNLESS NOTED OTHERWISE.
7. INDICATES ROOF OVERFRAWE. OYERFRAWE WITH RAFTERS TO MATCH SPACING OF ROOF BELOW,
WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAME MEMBER.
STR UCTURAL
� LVL LOOKOUTS
3/4x l4 LVL LEDGER
LEDCERLDK LL358
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TOP BOT =
2x6 STUDS @ 16 (lC -----
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SHEATHING
WATERPROOF BETWEEN
CONC. 8c ALL UNTREATED \
\
WOOD MEMEBERS
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TOP 8t BOT
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NMI W
-- |—J0ST BLK8` PANELS @ 24
IN FIRST JOIST SPACE W/
NAILS INTO EA.
PANEL, TYP.
1 1/2" GYPCRETE TYP.
I—JOISTS PER PLAN
CONT. TREATED 2xl2
DRIVE PINS @ 16" O.C
O.C.
T.O. SLAB
4" CONC. SLAB PER PLAN
SLAB
SCALE- 3/4" = 1'-0"
2x6 STUDS @ 16 O.C.
W/ 1/2" PLYWD. OR 03B
SHEATHING
WATERPROOF BETWEEN
CONC. 8c ALL UNTREATED `.
00DD WEMEBERS �
1/2" 0 x 10" &B.'o 0 48"---
O.C. IN CONT. TREATED 2x6 R
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CONT. TREATED 2x12
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`a CONT. HOR|Z
TOP &BOT
PERIMETER DRAIN PER
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O's CONT. H0R|Z. @ 16" D.C.
4 STONE VENEER PER ARCH.
4" CONC. SLAB PER PLAN
c A1
STONE
SHEATHING
O.C. IN CONT. TREATED 2x6
-- |—J0ST
BLKG. PANELS @ 24"
CONT. TREATED 2x6 W/
(5)-8d
NAILS INTO EA.
PANEL
TYP.
1 1/2"
GYPCRETE. TYP.
— --- ---
--
(IF HEATED SLAB,
GLUE
2x4 OR 2x6 STUD
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BRG. WALL
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CONT. TREATED 2x6
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CONC. SLAB PER PLAN
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SHEATHING
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CONC. 8c ALL UNTREATED \
\
WOOD MEMEBERS
1/2" 0 x 10" A'8.'a @ 48"
O.C. |N CONT. TREATED 2x8 R
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'a CONT. H0R|Z.
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NMI W
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IN FIRST JOIST SPACE W/
NAILS INTO EA.
PANEL, TYP.
1 1/2" GYPCRETE TYP.
I—JOISTS PER PLAN
CONT. TREATED 2xl2
DRIVE PINS @ 16" O.C
O.C.
T.O. SLAB
4" CONC. SLAB PER PLAN
SLAB
SCALE- 3/4" = 1'-0"
2x6 STUDS @ 16 O.C.
W/ 1/2" PLYWD. OR 03B
SHEATHING
WATERPROOF BETWEEN
CONC. 8c ALL UNTREATED `.
00DD WEMEBERS �
1/2" 0 x 10" &B.'o 0 48"---
O.C. IN CONT. TREATED 2x6 R
�
^
4" CONC. SLAB
PER PLAN
LAB
CONT. TREATED 2x12
LEDGER VV/ /2\-16d
DRIVE PINS @ 18" O.C.
#5'a VERT @ 10 D.C.
#5 DWLS x o
Ky 12" O.C. |'
1D"
`a CONT. HOR|Z
TOP &BOT
PERIMETER DRAIN PER
SOILS ENGINEER
I—JOISTS PER PLAN
O's CONT. H0R|Z. @ 16" D.C.
4 STONE VENEER PER ARCH.
4" CONC. SLAB PER PLAN
c A1
STONE
SHEATHING
O.C. IN CONT. TREATED 2x6
-- |—J0ST
BLKG. PANELS @ 24"
IN FIRST JOIST SPACE W/
(5)-8d
NAILS INTO EA.
PANEL
TYP.
1 1/2"
GYPCRETE. TYP.
— --- ---
--
|—JOIST BLKG. PANELS @24"
IN FIRST JOIST SPACE W/
NAILS INTO EA.
/ .
PANEL. TYP.
1 1/2" GYPCRETE, TYP.
/
#5 D�LS x
.
@ 12^ O.C.
(2)—#5's CONT. HDR|Z.
TOP & BOT.
#5'a TRANS\i @ 48
90'-4 3Z8
_|
_
PERIMETER DRAIN PER
SOILS ENGINEER
1/2" EXP. MATL TYP.
STONE VENEER PER ARCH.
4^ CONC. SLAB PER PLAN
""' 8 3 ^= .
4 T.O. SLAB lr
(5)—#5's CONT.
l ' —O "
CONT. TREATED 2x12
LEDGER W/ /2\-16d
DRIVE PINS @ 16" O.C.
#5'o CONT. HOR|Z. @ 16" O.C.
2x6 STUDS @ 16 O.C. �/
� � '/ __--�`
1/2' PLYWQ. OR OSB
SHEATHING
1/2" 0 x 10" A8.a @ 48 O.C.
IN CONT. TREATED 2x1O h,
RIPPED T0 MATCH FDTN. WALL
�5 DWLS x
. "
@ O O.
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/2\—#5'u CONT. H0R|Z.
TOP & BOT
A ll i ll
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1 1/2" GYPCRETE, TYP.
<H>TYP.
l~T[\F.
|
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PERIMETER DRAIN PER
SOILS ENGINEER
11 7/8" |—JOISTS PER PLAN
#5'e VERT. @ 16 O.C.
#5'a CONT. HDR|Z. @ 15" O.C.
1/2" EXP. MAl TYP.
STONE VENEER PER ARCH.
4" CONC. SLAB PER PLAN
e CONT.
ry
2x6 STUDS @ 15" O.C. W/—,�
1/2" PLYWD. OR OSB `
SHEATHING
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IN CONT. TREATED 2x6 h,
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I,���
#5'o VERT @ 18 O.C.
#5 DWL3 x
@ 32^ O.C.
86
PERIMETER DRAIN PER
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4" CONC. SLAB PER PLAN
T.O. SLAB
O .C.
"
2—O' '
^a CONT. H0R|Z.
2x0 STUDS @ 16" O.C. W/
1/2' PLYWD. OR OSB �
SHEATHING
1/2" m x 10" A.B.'o @ 48" O.C.
IN CONT. TREATED 2x8 h,
OL '
PERIMETER DRAIN PER
SOILS ENGINEER
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1/2" EXP. MAT TYP.
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#5 DWL� x
@ 48" O.C.
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IN CONT. TREATED 2x6
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PERIMETER DRAIN PER 6" 8" 6"
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'—D"
BM. PER PLAN
" 0 x O" LAGS
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(4) NAILS INTO SOL BLKC. 8TWN.
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24" O.C. PROVIDE MIN.
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CONC. SLAB PER
PLAN
PLAN
STONE VENEER
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SLAB
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T.O. SLAB
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1'-4"
STL BM. PER PLAN
2x NAILER DRIVE PINNED
TO TOP FLANGE
11 7/8" I—JOISTS PER PLAN
CAP
1 Bkx. YMDTHx1'—O W/
(4)-3/4 THRU—BOLTS
BASE R 5/8x12x1'—O—
VV/ /4\-1 0 x 10"
A.B.'n ON 1^ MIN. SHIM
/b NON—SHRINK GROUT
T T.O. SLAB '
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SEE SCHEID. FOR REINF
SCHEID. WIDTH
STL BM. PER PLAN
2x NAILER DRIVE PINNED
TO TOP FLANGE
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W/ 0 x 10"
&B.'e ON 1' MIN. SHIM
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11 7/8" |—JOISTS PER PLAN
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SLAB PER PLAN
CONT. HOR|Z
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