HomeMy WebLinkAboutB13-0045 REV3 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: 003
Project: Villa Valhalla / Architect’s Project No. 1210
Date: 07 June 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. Stair from Basement to Level 1 framing revised to Wood construction
2. Clarifications to Roof new framing.
Attachments:
New Sheet dated 06 JUN 2013: S2.2 & S2.3.
Issued: 07 JUN 2013 Accepted:
By: Jim Buckner, AIA By:
Contractor Date
W6X15
CUT BACK AND SHORE
EXISTING RAFTERS. ADD
NEW 8" CMU WALL ON TOP
OF EXISTING. PROVIDE #4@
32" O.C. IN NEW WALL.
PROVIDE BOND BEAM W/2 #
4 CONT. IN TOP OF NEW
WALL. EXTEND #4@ 32" O.C.
VERTICAL STEEL DOWN 16"
INTO TOP OF EXISTIG
WALL& GROUT.
(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 PURLINS
& BEAR BOTTOM TRACK DIRECTLY ON
EXISTING WALL TOP PLATE. 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
2
2
2
LUS 44 TYPICAL
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"
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.
550S162-54 OR
350S162.54 STEEL STUDS
@ 16" O.C.
TREATED 2X6 PLATE
CONNECT TO STEEL TOP
TRACK WITH (2) ROWS #
12 SCREWS @ 16" O.C.
H2.5 HURRICANE
CLIP EACH
RAFTER
EXISTING PLATE
EXISTING PLATES
EXISTING (3)-2X12
@ 4'-0" O.C.
EXISTING BEARING
WALL
NEW ROOFING OVER
INSULATED STRESS SKIN
PANELS 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
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 TEXTURE OF
EXISTING TO REMAIN.
PAINT TO MATCH.
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.
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
PURLINS
NEW BEARING
STUD WALLS
EXTENDED BEARING
WALL. 2 HR RATED UL
DESIGN U423 FOR
EXTERIOR BEARING
WALLS, TYPICAL
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
SIDING OVER
GYP
SHEATHING
ISSUE RECORD
1650 Fallridge Road, Suite C-1
Vail, CO 81657
f.(970) 476-4901 p.(970)476-6342
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06 JUN 2013
2 - ASI 003
S2.2
STRUCTURAL
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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
2
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
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06 JUN 2013
2 - ASI 003
S2.3
WOOD STAIR
FRAMING
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CD'S
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
2
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