HomeMy WebLinkAboutB13-0045 REV5 PLANS APPROVED1650 Fallridge Road, Suite C-1
Vail, Colorado 81657
P: 970.476.6342
F: 970.476.4901
www.vailarchitects.com
PIERCE ARCHITECTS
VAIL, COLORADO
William F. Pierce, Architect
Tyson Dearduff, Director of Architecture
Kathy Heslinga, Office Manager
ARCHITECT'S SUPPLEMENTAL INFORMATION
ASI No: 004
Project: Villa Valhalla / Architect’s Project No. 1210
Date: 05 July 2013
Contractor: GE Johnson
Owner: Villa Valhalla HOA
The work outlined in this document shall be carried out in accordance with the following
supplemental instructions. This document is intended to cause no change to the Contract Sum or
Contract Time, it is issued as a supplemental clarification to work already included in the Contract
Documents. Prior to beginning work, the contractor shall notify the architect, in writing, of any
Contract Sum or Contract Time variation, which may be incurred as a result of this document.
Description:
1. Updated structural drawings to address field conditions.
Attachments:
Revised Sheets dated 05 July 2013: S2.2 and S2.3.
Issued: 05 July 2013 Accepted:
By: Jim Buckner, AIA By:
Contractor Date
W6X15
CUT BACK AND SHORE EXISTING RAFTERS.
ADD 550S162-54 STEEL STUD FRAMING @
16" O.C. OVER TOP OF EXISTING CMU WALL
AND PLATES. ADD 20 GA FURRING AS
REQUIRED TO ALIGN WITH INTERIOR
FINISHES BELOW
(3) - 1 3/4" X 11 7/8" LVL
FLUSH HEADER IN TOP OF
NEW WALL.
LUS210-2
HANGERS
BEARING WALLS: EXTEND EXISTING WALLS WITH 550S162-54
STEEL STUDS @ 16" O.C. PROVIDE STANDARD 16 GAUGE TRACK
TOP & BOTTOM. CUT OUT EXISTING COLD ROOF 2X2 FRAMING &
BEAR BOTTOM TRACK DIRECTLY ON EXISTING ROOF FRAMING.
PROVIDE STIFFCLIP FS125 STRAPS ACROSS JOINT BOTH SIDES
OF EACH STUD.
3
S2.2
2
S2.2
5
S2.2 6
S2.2
4
S2.2
(2
)
2
X
1
2
(2
)
1
3
/
4
X
3
1
/
2
L
V
L
2x
1
2
@
24
"
O
.
C
.
W10X22 (2) 2X12
FLUSH
LUS 44 TYPICAL
3
(3
)
2
X
1
2
@
E
X
I
S
T
R
O
O
F
L
E
V
E
L
3
DO
U
B
L
E
1
-
3
/
4
X
3
-
1
/
2
L
V
L
@
8
"
O
.
C
.
(2)
S2.3
6
3
7
1
/
2
"
6 1/2" GAP BETWEEN LVL'S IN THESE LOCATIONS
ONLY TO ACCOMMODATE EXISTING VENTS
THROUGH ROOF
RESTORE EXISTING ROOF DECK FRAMING BACK TO NEW
EXTERIOR WALL.
PACK SOLID W/ (3) 2X6'S DOWN TO BASEMENT
LEVEL BELOW NEW STUD PACKS.
3
PACK SOLID W/ (3) 2X6'S DOWN TO
EXISTING PLATE ON EXISTING CMU
3
4"
ELEVATION
PLAN
(2) 1/2 DIA X 6"
EXP BOLTS
PL 1/2 X 9 1/2 X 9 1/2
HSS 3X3X1/4
1/2" GROUT
HSS 3X3X1/4
HSS 10X2X1/4
MC 6X16.3
HSS 2X2X3/8
MC8X8.5
HSS 2X2X3/8
1/4 X 2 X 0'-6"
SHEAR TAB
3/16"
3/16"6
3/16"
3/16"2
3/16"3
DETAIL G
DETAIL H
DETAIL E
DETAIL F
3"3"
3"
3"
1/
2
"
W10x22
2X6 PLATE - RAMSET TO BEAM @ 16" O.C.
W10x22
1/4" END CAP
(2) 1/2" DIA. X
3" LAGS
(2) ROWS #
12 SCREWS
@ 16" O.C.
(3) - 550S162-54 STEEL
STUDS @ 16" O.C.SECTION A
A
2X12 BLOCKING
EXTEND EVERY THIRD
RAFTER PER PLAN NOTES
2X12 @16"O.C.RAFTERS
(2) ROWS #
12 SCREWS
@ 16" O.C.EXISTING TOP PLATE /
CMU WALL TO REMAIN
TREATED 2X6 PLATE
CONNECT TO STEEL TOP
TRACK WITH (2) ROWS #
12 SCREWS @ 16" O.C.
H2.5 HURRICANE
CLIP EACH
RAFTER
(WALL TYPE E3)
3
EXISTING PLATE
EXISTING PLATES
EXISTING (3)-2X12
@ 4'-0" O.C.
EXISTING BEARING
WALL
NEW ROOFING OVER INSULATED
STRESS SKIN PANELS OVER 5/8" OSB
OVER 2X12'S AT 24" O.C. WITH R-38
BATT INSULATION
NEW SKYLIGHT(S)
WITH INTEGRAL
INSULATED CURB
FRAMED GYP BD SKYLIGHT
WELL BETWEEN NEW
SKYLIGHT AND REMOVED
SKYLIGHT BELOW
NEW W10X22. RE:
PLAN
4" MTL STUDS @
16" O.C. AROUND
SKYLIGHT WELL.
FILL WITH BATT
INSULATION.
EXISTING ROOFING, PURLIN
SYSTEM, AND DECKING TO
BE REMOVED FOR NEW
RAFTERS
EXISTINGRAFTERSTO
REMAIN REMOVED
SKYLIGHT(S)
LINE OF DOUBLE LVL'S
BEYOND
NEW BRG WALL
EXTENSION AND TOP
PLATES
PAINTED GYP BD TO
MATCH TEXTURE OF
EXISTING TO REMAIN.
PAINT TO MATCH.
EXISTING ROOFING TO
REMAIN. NEW ROOFING
RIDGELINE TO MATCH
EXISTING RIDGE.
16d @ 8 O.C.
LUS 210 HANGERS
PACK OUT WEB WITH 2X'S
BOLT WITH (2) ROAWS 1/2"
DIA. M.B. @ 24" O.C.
LSTA 24 STRAP TIE
BOTH SIDES EACH
STUD
SISTER NEW RAFTERS EACH SIDE OF
EXISTING RAFTERS. PROVIDE
CONSTRUCTION ADHESIVE AND (5)
LL358 FASTENERS AT OVERLAP ZONE.3
3
EXISTING 2X12 BLOCKING
(2) TLOK06 FASTENERS
(TOE - LAGGED)
EXISTING 4X16 BEAM /
BEARING WALL
EXISTING (3)-2X12
@ 4'-0" O.C.
A35 FRAMING
ANCHOR
EXISTING RAFTERS
AND CEILING FINISH TO
REMAIN
PAINTED GYP BD TO
MATCH ADJACENT
EXISTING GYP BD TO
REMAIN.
ROOFING OVER INSULATED 3 1/2" STRESS
SKIN PANEL OVER 2X12's @ 24" O.C.
WITH R-38 BATTS, BETWEEN EXISTING
JOISTS.
W10X22
LUS 210 HANGERS
PACK OUT WEB WITH
2X'S BOLT WITH (2)
ROAWS 1/2" DIA. M.B. @
24" O.C.
4
1/2"
11
1/4"
SISTER NEW RAFTERS EACH SIDE OF
EXISTING RAFTERS. PROVIDE
CONSTRUCTION ADHESIVE AND (5) LL358
FASTENERS AT OVERLAP ZONE.
3
2X12 BETWEEN
SISTERED RAFTERS WITH
LUS210 HANGERS
LUS210 HANGERS AT
INTERMEDIATE RAFTERS
3
BEARING TOP TRACKS
FOR 2X12 AND DOUBLE
LVL'S
DOUBLE 1 3/4 X 3 1/2 LVL @ 8"
O.C. EVERY THIRD DOUBLE LVL
OVER 2X12 PURLINS.
3.5" RIGID INSULATION BETWEEN
LVL'S
NEW BEARING STUD
WALLS OVER EXISTING
BEARING WALLS. WALL
TYPE E4.2
2X12 PURLINS
@ 24" O.C.
NEW SKYLIGHT(S)
WITH INTEGRAL
INSULATED CURB
2x12 FASCIA,
PAINTED
NEW ROOFING OVER
UNDERLAYMENT
EAVE
FLASHING
FINISH
SOFFIT
LSTA 24 STRAP
OVER TOP OF LVL &
DOWN BOTH SIDES
OF EACH PURLIN
(2) 312 SCREWS
WOOD SIDING
OVER WEATHER
BARRIER OVER
OSB OVER GYP
SHEATHING
3
LUS 210 AT PURLINS
(2) 2X12
3
NON-BEARING STUD
WALLS OVER
EXISTING ROOFING
1/2" PLYWOOD DECK
3
3
2X12 RIM JOIST
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, CO 81657
f.(970) 476-4901 p.(970)476-6342
CO
M
M
O
N
A
R
E
A
I
M
P
R
O
V
E
M
E
N
T
S
38
4
G
O
R
E
C
R
E
E
K
D
R
I
V
E
VA
I
,
C
O
05 JUL 2013
3 - ASI 004
S2.2
STRUCTURAL
VI
L
L
A
V
A
L
H
A
L
L
A
-
V
A
I
L
Pr
o
j
e
c
t
#
1
2
1
0
21 MAR 2013
PERMIT SUBMITTAL
1/4" = 1'-0"S2.2
1 ROOF FRAMING PLANFOUNDATION DETAILS / RE: SHEET S2.1
1 1/2" = 1'-0"S2.2
3 STEEL BEAM BEARING - WEST WALL
1 1/2" = 1'-0"S2.2
2 RAFTER CONNECTION - SOUTH WALL
1" = 1'-0"S2.2
6 RIDGE CONNECTION @ SKYLIGHT
1" = 1'-0"S2.2
5 RIDGE CONNECTION AT BEAM
1" = 1'-0"S2.2
4 EAST WALL FRAMING SECTION
2
3
CENTER STRINGER
AT EACH RUN
NOTCHED 2X12 STRINGER, 3 EACH
RUN, TYPICAL.
STRINGER OPTION: 1 3/4" X 11 1/4" LVL
S2.3
5
NOTCHED 2X12 STRINGER, 3
EACH RUN, TYPICAL.
ALTERNATIVE STRINGER: 1 3/4"
X 11 1/4" LVL
3/4" WOOD TREADS, TYP.
MIN. 11" EACH TREAT
(NOSING -TO-NOSING)
3/4" WOOD RISERS, TYP.
2X NAILER - SLOT
AROUND HANGER
FLANGES
LUS 210 HANGER
2X8 BOLT TO CHANNEL
ITH (2) ROWS 1/2" DIA.
MB @24" O.C.
MC8X8.5
2X12 STRINGER
2"
2" CONCRETE
DECK
2X2X1/4 SCREED
ANGLE
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, CO 81657
f.(970) 476-4901 p.(970)476-6342
CO
M
M
O
N
A
R
E
A
I
M
P
R
O
V
E
M
E
N
T
S
38
4
G
O
R
E
C
R
E
E
K
D
R
I
V
E
VA
I
,
C
O
05 JUL 2013
3 - ASI 004
S2.3
WOOD STAIR
FRAMING
VI
L
L
A
V
A
L
H
A
L
L
A
-
V
A
I
L
Pr
o
j
e
c
t
#
1
2
1
0
21 MAR 2013
PERMIT SUBMITTAL
1/4" = 1'-0"S2.3
1 STAIR FRAMING PLAN
1/2" = 1'-0"S2.3
2 STAIR CONNECTION - LOWER RUN
1/2" = 1'-0"S2.3
3 STAIR CONNECTION - UPPER RUN
1 1/2" = 1'-0"S2.3
4 STAIR STRINGER CONNECTION AT LEVEL 1
3/8" = 1'-0"S2.3
5 ALT. LANDING CONNECTION AT UPPER RUN
3
1 1/2" = 1'-0"S2.3
6 ROOF CONNECTION AT CHIMNEY