HomeMy WebLinkAboutDRB140551_A6-4_1423001760.pdfRE: ELEVATIONS FOR SIDING TYPE.
NOTE CONDITION MAY HAVE STONE,
METAL OR VERTICAL SIDING
RAFTERS PER STRUCTURAL DRAWINGS W/
CAVITY FILLED W/ SPRAY FOAM AND
BLOWN-IN INSULATION RE: STRUCT./SPEC.
CUSTOM 5" ROUND GUTTER WITH
ROUND DOWN SPOUTS RE: SPEC
RE: ROOF PLANS FOR LOCATIONS
RE: ROOF PLAN / SECTIONS
GRID
LINE
DRIP EDGE FLASHING
RE: SPEC
STANDING STEAM ROOF
RE: SPEC RE: ROOF PLAN
FOR LOCATIONS
ICE AND WATER SHIELD OVER METAL
FLASHING PROVIDE 50% OVERLAP
(DOUBLE LAYER) FOR FIRST 4' UP EAVE
2X6 DOUG-FIR DECKING
2X6 CEDAR FASCIA RE: ROOF
PLAN FOR LOCATIONS
6x10 ROUGH SAWN DOUG-FIR RAFTER TAILS @
48" O.C. RAFTERS SISTERED TO TJI RAFTERS
TYP.
EXTEND ROOF SHEATHING TO EDGE OF EAVE
PLATE HEIGHTS AT SECTIONS AND
ELEVATIONS ARE PER A BEVEL PLATE
(RAFTER NOT SEAT CUT)
RE: ROOF PLAN
3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO
AIR VENT MATERIAL AT TOP OF WOOD SIDING
SMART MEMBRANE VAPOR BARRIER
TYP. RE: SPEC
TYPICAL ROOF EAVE NOTES:
GRID
LINE
6X10 RAFTERS @ 48" O.C.
RE: STRUCTURAL DRAWINGS
DRIP FLASHING OVER FASCIA RE: SPEC
STANDING SEAM METAL ROOFING
RE: SPEC
5/8" PLYWOOD SHEATHING
INSULATION RE: SPEC
6X10 WOOD RAFTER LAG BOLTED TO
EXTERIOR WALL - LAG BOLTS TO BE
COUNTER SUNK AND PLUGGED
2X4 BLOCKING
EXTEND ROOF SHEATHING
TO EDGE OF ROOF
TYP. EXTERIOR WALL ASSEMBLY RE:
ELEVATIONS / SECTIONS
2X6 T&G DECKING
RE: ROOF PLAN
CONTINUOUS 2X8
2X6 FASCIA RE: SPEC
STEEL BEAM RE: STRUCT
BARGE RAFTER LAG-BOLTED
FROM BELOW. PAINT HEADS TO
MATCH STL BEAM. RE: STRUCT.
RE: ROOF PLAN / SECTIONS
GRID
LINE
WOOD SIDING RE: SPEC (REFER TO
ELEVATIONS FOR LOCATIONS)
SLOPE
PER ROOF PLAN
3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO
AIR VENT MATERIAL AT TOP OF WOOD SIDING
CONT. BUG SCREEN STAPLED TO SOFFIT
WRAPPED OVER AIR VENT MATERIAL TO
CREATE MIN 1/2" VENT AT TOP OF THE WALL.
SEE 1/A6.3 FOR
TYPICAL ROOF EAVE
NOTES
27.0°
LAG-BOLTED THRU BEAM FLANGE FROM
ABOVE RE: STRUCT.
PAINT ALL LAG BOLTS HEADS TO
MATCH STEEL BEAM
RE:STRUCT.
3" HSS COLUMN WELDED TO B.O. BEAM
& 7 1/2" X 7 1/2" X 1/2" STEEL BASE
PLATE WELDED TO KNIFE PLATE RE:
STRUCT. & SPEC
8X8 ANGLED WOOD COLUMN
RE: STRUCT.
STEEL BEAM RE: STRUCT.
BIRDSMOUTH CUT RAFTER
LAG-BOLTED THRU BEAM FLANGE
FROM BELOW RE: STRUCT.
17.5°
7 1/2"
1' - 3"
GRID
LINE
6X10 RAFTER TAIL ATTACHED
TO WOOD RAFTERS @ 48" O.C.
RE: STRUCTURAL DRAWINGS
DRIP FLASHING OVER FASCIA RE: SPEC
STANDING SEAM METAL ROOFING
RE: SPEC
5/8" PLYWOOD SHEATHING
6X10 WOOD RAFTER LAG
BOLTED TO EXTERIOR WALL -
LAG BOLTS TO BE COUNTER
SUNK AND PLUGGED
2X4 BLOCKING
PLYWOOD BLOCKING
EXTEND ROOF SHEATHING
TO EDGE OF ROOF
TYP. EXTERIOR WALL ASSEMBLY RE:
ELEVATIONS / SECTIONS
CANTILEVERED 2X6 T&G
DECKING
WORKING POINT
RE: ROOF PLAN
CONTINUOUS 2X8
FILL CAVITY W/ SPRAY FOAM
AND BLOWN-IN INSULATION
RE: SPEC
TYPICAL ROOF RAKE NOTES:
GRID
LINE
SEE 3/A6.5 FOR TYPICAL
ROOF RAKE NOTES
6X10 WOOD RAFTER LAG
BOLTED TO EXTERIOR WALL -
LAG BOLTS TO BE COUNTER
SUNK
TYPICAL STONE VENEER
ASSEMBLY
RE: 1/A6.1
(3) 2X8 BLOCKING BUILD UP
RE: ROOF PLAN
WORKING POINT
RE: ROOF PLAN
VARIES PER OVERHANG
CONT. BUG SCREEN STAPLED TO
RAFTER WRAPPED OVER AIR VENT
MATERIAL TO CREATE MIN 1/2" VENT AT
TOP OF THE WALL
CUSTOM 5" ROUND GUTTER WITH
ROUND DOWN SPOUTS RE: SPEC
PROVIDE RE: ROOF PLANS &
ELEVATIONS FOR LOCATIONS
DRIP EDGE FLASHING RE:
SPEC
ROOF ASSEMBLY RE: ROOF
PLAN & ROOF DETAILS
ICE AND WATER SHIELD OVER
METAL FLASHING PROVIDE 50%
OVERLAP (DOUBLE LAYER) FOR
FIRST 4' UP FROM ROOF EAVE
2X6 T&G DECKING RE: SPEC
CEDAR FASCIA RE: ROOF
PLANS & SPEC
6x10 AT 2:12 ROOF ROUGH
SAWN DOUG-FIR RAFTER
TAIL SISTERED TO TJI
RAFTERS RE: RCP
BIRDS MOUTH CUT RATERS TO
ACCEPT ANGLE OF STEEL I-BEAM
8X8 DOUG-FIR STRUT RE:
STRUCT
STEEL I-BEAM RE: STRUCT.
LAG-BOLTED THRU BEAM
FLANGE FROM ABOVE RE:
STRUCT.
LAG-BOLTED THRU BEAM
FLANGE FROM BELOW RE:
STRUCT.
RE: SECTIONS / ELEVATIONS
SLOPE PER ROOF PLAN
GRID
LINE
PFSM DRIP FLASHING TO
MATCH ROOFING OVER
2X10 FASCIA
STANDING SEAM METAL
ROOFING RE: SPEC
FILL CAVITY W/ SPRAY FOAM
AND BLOWN-IN INSULATION
RE: SPEC
BLOCKING RE: STRUCT.
WOOD SIDING RE: SPEC (REFER TO
ELEVATIONS FOR LOCATIONS)
PROVIDE 5/8" TYPE 'X' RATED
DRYWALL WITHIN 4' OF
PROPERTY LINE
EXTEND ROOF SHEATHING
TO WALLBOARD
STANDING SEAM METAL
ROOFING RE: SPEC
PROPOSED FUTURE
PROPERTY LINE
GRID
LINE
4 7/8"
5/8" TYPE 'X' GWB
WITHIN 4' OF
PROPERTY LINE
PROPOSED FUTURE
PROPERTY LINE
SEE 3/A6.5 FOR
TYPICAL ROOF
RAKE NOTES
*5 1/2"
@ SIM
KNIFE PLATE RE: STRUCT.
PAINT ALL EXPOSED THROUGH BOLTS
RE:STRUCT.
3" HSS COLUMN WELDED TO B.O. BEAM
& 7 1/2" X 7 1/2" X 1/2" STEEL BASE
PLATE WELDED TO KNIFE PLATE RE:
STRUCT. & SPEC
DRIP EDGE FLASHING RE: SPEC
STANDING SEAM METAL ROOF RE: SPEC
2X6 DOUG-FIR T&G DECKING W/ 1/8"
X 1/8" REVEAL BETWEEN BOARDS
6X10 WOOD JOISTS RE: STRUCTURAL
5/8" PLYWOOD OVER SLEEPERS TO
CREATE WIRE CHASE FOR EXTERIOR
LIGHT FIXTURES RE: RCP
2X6 CEDAR FASCIA RE: SPEC
ICE AND WATER SHIELD OVER
METAL FLASHING PROVIDE 50%
OVERLAP (DOUBLE LAYER) FOR
FIRST 4' UP FROM EAVE
8X8 ANGLED WOOD COLUMN
RE: STRUCT.
9 1/2"
8"
10.0°
9"
REINFORCED CONC. SLAB PER STRUCT.
OVER 2" RIGID INSULATION OVER 2" VOID
FORM. SECURE RIGID INSULATION TO
UNDERSIDE OF SLAB W/ WIRE-TIES.
STEEL BASE PLATE RE: STRUCT.
EXPANSION BOLT BASE PLATE TO CONC.
HSS COLUMN WELDED TO TOP AND BOTTOM
STEEL PLATES RE: STRUCT.
8" X 8" STEEL BASE PLATE RE: STRUCT.
KNIFE PLATE W/ THRU-BOLTS RE: STRUCT.
1" NON EXPANSIVE GROUT BED
3" STONE FLOORING ASSEMBLY -
APPROX. 11/2" TO 2" OF STONE OVER 1"
TO 1 1/2" GROUT W/ RADIANT
SNOWMELT HEATING TUBES IN THE
GROUT OVER CONC. SLAB. SECURE
TUBING TO CONC SLAB W/ CLIPS RAMSET
TO CONCRETE
*SIM. NOTE INDICATES
COLUMN ON T.O. CONC.
WALL
9 1/2"
10.0°
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
Scale
Date
Drawn by
Checked by
Issue
Date
11/24/2014 12:08:37 PM
1 1/2" = 1'-0"
1226 WEST HAVEN CIRCLE
GLEN LYON SUB, LOT 38, BLK 0418
VAIL, CO
A6.4
ROOF
DETAILS
11-24-14
BKW
HB
11-24-14
TOV FINAL DRB
REVISION SCHEDULE
# DESCRIPTION DATE
1 1/2" = 1'-0"
1
ROOF DETAIL @ TYPICAL EAVE
1 1/2" = 1'-0"
3
ROOF DETAIL @ ROOF RAKE W/ STEEL
BEAM & STRUT
1 1/2" = 1'-0"
2
ROOF DETAIL @ TYPICAL UPPER EAVE
1 1/2" = 1'-0"
9
ROOF DETAIL @ TYPICAL ROOF RAKE 1 1/2" = 1'-0"
6
ROOF DETAIL @ TYPICAL ROOF RAKE W/
STONE VENEER
1 1/2" = 1'-0"
7 STRUT DETAIL @ ROOF EAVE
1 1/2" = 1'-0"
8A ROOF DETAIL @ PROPERTY LINE
1 1/2" = 1'-0"
5 ROOF RAKE DETAIL @ FRONT ENTRY
1 1/2" = 1'-0"
4
ANGLED COLUMN BASE DETAIL @
FRONT ENTRY
DRB
APPROVED
2/3/2015 12:00:00 AM