HomeMy WebLinkAboutDRB150486_A6-9_1446737340.pdfGRID
LINE
TYPICAL STONE VENEER WALL
ASSEMBLY
SEE 1/A6.1
T.O. PLATE
RE: ELEVS AND SECTIONS
RE: ROOF PLAN
8X8 WOOD STRUT
STL. BEAM RE: STRUCT.
12
RE:
ROOF
PLAN
STANDING SEAM METAL ROOFING ASSEMBLY
RE: ELEVATIONS AND SPEC
HIGH TEMP VYCOR ICE AND
WATER SHIELD - EXTENDS UP
WALL 3' MIN.
RE: SPEC
6 1/8" INSULATION PANEL: 5/8" PLYWOOD
SHEATHING GLUED TO 5 1/2" CONTINUOUS
RIGID FOAM INSULATION PANEL
RE: SPEC
6X10 WOOD RAFTERS @
48" O.C.
INTERIOR
CONT. BUG SCREEN STAPLED TO SOFFIT
WRAPPED OVER AIR VENT MATERIAL TO
CREATE MIN 1/2" VENT AT TOP OF THE WALL.
GROUT / MORTAR UP TO BOTTOM OF
DRAINAGE MEMBRANE BUT DO NOT BLOCK.
ROOFS TO BE PROTECTED
THROUGHOUT WITH ENGINEERED
SNOW GUARDS PER MANF.
RECOMMENDATIONS PER ROOF
PITCH AND SNOW LOADS RE: ROOF
PLAN FOR LOCATION
2X6 T&G DECKING W/ 1/8"
X 1/8" GAP BETWEEN
BOARDS
PROVIDE WOOD SIDING @ *SIM.
NOTE CALLOUT
EXTERIOR
*SIM NOTE INDICATES
EAVE W/O WOOD BEAM
AND STRUT
9"
SEE ELEVATIONS
3"
GRID
LINE
RAFTERS OR GLULAM
RE: STRUCT./SPEC.
CONT. BUG SCREEN STAPLED TO SOFFIT
WRAPPED OVER AIR VENT MATERIAL TO
CREATE MIN 1/2" VENT AT TOP OF THE
WALL.
1/2"
1/2"
2 5/8" INSULATION PANEL CONSISTING OF:
2" OF RIGID FOAM GLUED TO 5/8" PLYWOOD
TOP SHEET R -12.9+/- SCREW TO WALL W/
MIN. 5" LONG SCREWS IN PATTERN PER
DETAIL 5/A6.3 AND PER PANEL MANUF.
RECOMMENDATION RE: SPEC
SIDING
RE: ELEVATIONS FOR TYPE / NOTES
AND FINISHED SCHEDULE
3D DRAINAGE MEDIUM CONT. BEHIND
STONE TO AIR VENT MATERIAL AT TOP OF
WOOD SIDING. HOLD DOWN 1/2" FROM
B.O. SIDING
FLASHING COVERS EDGE OF
STANDING SEAM ROOFING
SYNTHETIC SHINGLE ROOFING
ROOF SHEATHING RE: STRUCT.
WOOD I-JOIST RE: STRUCT.
BLKG. RE: STRUCT.
BLOWN IN INSULATION
RE: SPEC AND COVER SHEET
OVER FRAMED AREA
UPPER ROOF
UNDERLAYMENT LAP
OVER VALLEY FLASHING
MIN. 4"
STANDING SEAM METAL ROOFING
VYCOR ICE AND WATER SHIELD -
PROVIDE DOUBLE LAYER (50%
OVERLAP) FOR FIRST 4' OF ROOF
ABOVE ROOF TRANSITION
RE: SPEC
6 1/8" INSULATION PANEL WITH 5/8"
PLYWOOD SHEATHING GLUED TO 5 1/2"
CONTINUOUS RIGID FOAM INSULATION
PANEL RE: SPEC. MAY STACK 2 OR MORE
LAYER OF FOAM TO OBTAIN R-25 AND 5
1/2" INSULATION
SLOPE RE:
ROOF PLAN /
SECTIONS
SLOPE RE:ROOF PLAN /SECTIONS
4' X8' - (30) FASTENERS/BD.
3" 1' - 9" 2' - 0" 2' - 0" 1' - 9" 3"
1' - 0" 8" 8" 8" 8" 4"
PROVIDE FASTENERS @ MIN 8" O.C. AND PER
INSULATION PANEL MANUFACTURER RECOMMENDATIONS
PROVIDE BLOCKING FOR FASTENERS
AS RECOMMENDED BY PANEL
MANUFACTURER
5 1/8 X 12 GLULAM RE:
STRUCT.
DRIP FLASHING OVER 2X10
FASCIA
TYPICAL METAL ROOF
ASSEMBLY @ FRONT ENTRY
RE: _ / A_._
W SECTION BEAM RE:
STRUCTURAL
6"
3 1/2"
KNIFE PLATE WITH THROUGH
BOLTS RE: STRUCT.
HSS 4X4X1/4 BEVELED W/ 1/4"
CAP FULLY WELD TO T.O.
STEEL BEAM
3X3 PURLIN
DRIP EDGE FLASHING
STANDING SEAM METAL ROOF RE: _ / A_._
2X6 DOUG-FIR T&G DECKING
ROOFS TO BE PROTECTED
THROUGHOUT WITH SNOW CLIPS PER
MANF. RECOMMENDATIONS PER ROOF
PITCH AND SNOW LOADS RE: SPEC
W12X40 STEEL BEAM RE: RCP AND
STRUCT.
T.O. STEEL BEAM
RE: STRUCT.
KNIFE PLATE WITH THROUGH
BOLTS RE: STRUCT.
CURVED 6X12 GLULAM
RE: STRUCTURAL
4X4 TUBE STEEL COLUMN WELDED TO STEEL BEAM
8" L X 8" W X 1/2" T STEEL PLATE
WELDS TO COLUMN ABOVE AND
KNIFE PLATE BELOW
KNIFE PLATE WITH THROUGH
BOLTS RE: STRUCT.
10 X10 TIMBER COLUMN
HSS 4X4X1/4 BEVELED W/ 1/4"
CAP FULLY WELD TO T.O.
STEEL BEAM
5/8" PLYWOOD OVER 1X
SLEEPERS TO CREATE WIRE
CHASE FOR EXTERIOR
MONOPOINT LIGHT FIXTURES
RE: RCP
8"
3X3 PURLINS
FLASHING EXTENDS OVER
STANDING SEAM ROOFING
6" MIN. AND OVER 2X BUILD
UP AND UP WALL UNDER
BUILDING 6" MIN.
ROOF SHEATHING RE: STRUCT.
WOOD I-JOIST RE: STRUCT.
BLKG. RE: STRUCT.
FILL CAVITY W/
BLOWN-IN
INSULATION RE: SPEC
STANDING SEAM ROOFING
RE: _ / A_._
VYCOR ICE AND WATER
SHIELD - EXTENDS UP
WALL 3' MIN.
RE: SPEC
6 1/8" INSULATION PANEL WITH
5/8" PLYWOOD SHEATHING
GLUED TO 5 1/2" CONTINUOUS
RIGID FOAM INSULATION PANEL
RE: SPEC
SLOPE RE:
ROOF PLAN /
SECTIONS
GRID
LINE
FILL CAVITY W/
BLOWN-IN
INSULATION RE:
SPEC.
TYPICAL STONE VENEER
ASSEMBLY RE: DETAIL 1/A6.1
2X LEDGER RE: STRUCTURAL
DRAINAGE MEDIUM AND
AIR FILTRATION BARRIER
LAPS OVER FLASHING TO
ALLOW WALL TO DRAIN
SOLID WOOD BLOCKING RE:
STRUCT.
MIN 8"
MIN 3"
11 7/8"
GRID
LINE
6X10 RAFTER TAIL
ATTACHED TO I-JOIST
RAFTERS @ 48" O.C.
RE: STRUCTURAL
DRAWINGS
DRIP FLASHING OVER 2X10
FASCIA
TYPICAL METAL ROOF
ASSEMBLY
RE: _ / A_._
FILL CAVITY W/ BLOWN-IN
INSULATION RE: SPEC
6X10 WOOD RAFTER LAG
BOLTED TO EXTERIOR WALL -
LAG BOLTS ATTACHED FROM
THE INTERIOR IF POSSIBLE SO
FASTENERS NOT VISIBLE. IF
NOT POSSIBLE LAG BOLTS TO
BE COUNTER SUNK AND
PLUGGED
2X4 BLOCKING
PLYWOOD BLOCKING
TYPICAL WOOD SIDING
ASSEMBLY
SEE 7/A6.4
2X8 BLOCKING BUILD UP
RE: ROOF PLAN
WORKING POINT
CANTILEVERED 2X6 T&G
DECKING
JOINT SEALANT TYP.
2 3/8"
VYCOR ICE AND WATER SHIELD -
PROVIDE DOUBLE LAYER (50%
OVERLAP) FOR FIRST 4' OF ROOF
ABOVE EAVE
RE: SPEC
ALL STANDING SEAM ROOFS TO BE
COVERED IN SNOW FENCES PER MANF.
RECOMMENDATIONS
Scale
Drawn by
Checked by
US Mail Only: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans@berglundarchitects.com
www . berglundarchitects.com
Issue Date
REVISION
As indicated
10/12/2015
11:46:08 AM
A6.9
ROOF
DETAILS
CWF
HB
REIMERS
RESIDENCE
10/12/2015
3090
BOOTH
CREEK DR. VAIL, CO
TOV FINAL DRB
SUBMITTAL
No. Revision Date
Revision
Description
1 1/2" = 1'-0" 1
ROOF EAVE @ WOOD BEAM AND STRUT
6" = 1'-0"
2
BUG SCREEN DETAIL @ ROOF EAVE
1 1/2" = 1'-0"
3
STANDING SEAM ROOF TO SYNTHETIC
SHAKE ROOF TRANSITION
1 1/2" = 1'-0"
4
FASTENER DETAIL @ INSULATION
PANEL
1 1/2" = 1'-0" 7
ROOF RAKE @ FRONT ENTRY
1 1/2" = 1'-0"
8
ROOF EAVE @ FRONT ENTRY
1 1/2" = 1'-0"
5
ROOF TO WALL CONNECTION @ STONE
VENEER
1 1/2" = 1'-0"
6
ROOF RAKE @ TYP. SHED W/ WOOD
SIDING
DRB
APPROVED
11/4/2015
12:00:00 AM