HomeMy WebLinkAboutDRB150486_A6-8_1446737340.pdfSYNTHETIC SHAKE ROOF
RE: ELEVATIONS AND SPEC
5/8" PLYWOOD SHEATHING
11 7/8" WOOD I-JOIST @ 24" O.C.
WITH BLOWN IN INSULATION
RE: STRUCT./SPEC.
VYCOR ICE AND WATER SHIELD (USE
HIGH TEMPERATURE AT ALL METAL
ROOFS) - PROVIDE DOUBLE LAYER
(50% OVERLAP) FOR FIRST 4' OF ROOF
ABOVE EAVE
RE: SPEC
6 1/8" RIGID INSULATION PANEL WITH 5/8"
PLYWOOD SHEATHING GLUED TO 5 1/2"
CONTINUOUS RIGID FOAM INSULATION
PANEL R-25 +/- RE: SPEC. MAY STACK 2 OR
MORE LAYER OF FOAM TO OBTAIN R-25
AND 5 1/2"
SMART MEMBRANE
VAPOR BARRIER TYP.
RE: SPEC
PROVIDE BLOCKING AS
REQUIRED
12
RE:
ROOF
PLAN
T.O. BEAM
RE: SECTIONS & STRUCT.
APPLIED WOOD RECLAIMED
TIMBER BEAM
SYNTHETIC SHAKE ROOF RIDGE CAP RE:
SPEC. & ROOF MANUFACTURER
RECOMMENDATIONS
STEEL RIDGE BEAM RE: STRUCT.
PROVIDE BLOCKING AS REQUIRED PER STRUCT.
FILL CAVITY W/ BLOWN-IN INSULATION RE: SPEC
APPLIED 8X8 WOOD RAFTERS
RE: RCP AND SPEC
1X6 T&G DECKING SOFFIT W/
1/8" X 1/8" REVEAL
B.O. BEAM
MATCH EXT. WOOD BEAM
10"
1' - 2"
GRID
LINE
3"
5" HALF ROUND COPPER GUTTER WITH ROUND
DOWN SPOUTS RE: ROOF PLANS FOR
LOCATIONS SEPARATE FROM DISSIMILAR
METALS @ METAL ROOF CONDITION
PROVIDE COPPER DRIP EDGE FLASHING @ SYNTHETIC
ROOF. PROVIDE PFSM FLASHING @ METAL ROOFING TO
MATCH METAL ROOFING.
SYNTHETIC SHAKE ROOF
*SIM CONDITION @ STANDING SEAM METAL
ROOF
RE: ELEVATIONS AND SPEC
2X10 FASCIA
6X10 RAFTER TAILS ATTACHED
TO WOOD RAFTERS @ 48" O.C.
RE: RCP & STRUCT.
TYP. WOOD SIDING
SEE 7/A6.4
5/8" PLYWOOD SHEATHING CONTINUOUS AT EAVE
T.O. PLATE
RE: ELEVS AND SECTIONS
11 7/8" WOOD I-JOIST RAFTER WITH
BLOWN IN INSULATION
RE: STRUCT./SPEC. AND COVER
SHEET
2X BLOCKING PER
STRUCTURAL DRAWINGS
2x6 T&G DOUG-FIR DECKING W/
1/8" X 1/8" REVEAL @ JOINTS @
ALL SOFFITS
30 # FELT UNDERLAYMENT
VYCOR ICE AND WATER SHIELD (USE
HIGH TEMPERATURE AT ALL METAL
ROOFS) - PROVIDE DOUBLE LAYER
(50% OVERLAP) FOR FIRST 4' OF ROOF
ABOVE EAVE
RE: SPEC
6 1/8" RIGID INSULATION PANEL WITH 5/8"
PLYWOOD SHEATHING GLUED TO 5 1/2"
CONTINUOUS RIGID FOAM INSULATION
PANEL R-25 +/- RE: SPEC.
ROOFS TO BE PROTECTED
THROUGHOUT WITH ENGINEERED
SNOW CLIPS & FENCES PER MANF.
RECOMMENDATIONS PER ROOF PITCH
AND SNOW LOADS RE: SPEC. RE: ROOF
PLAN FOR CLIP AND SNOW FENCE
LOCATIONS
RE: ROOF PLAN
3" INSULATION PANEL CONSISTING
OF: 2 3/8" RIGID FOAM GLUED TO 5/8"
PLYWOOD TOP SHEET R-12.9 +/-.
SCREW TO WALL W/ MIN. 4 SCREWS
IN PATTERN SIMILAR TO NAIL
PATTERN REQ'D. FOR STRUCT.
SHEATHING RE: SPEC.
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.
SMART MEMBRANE
VAPOR BARRIER TYP.
RE: SPEC
*PROVIDE COPPER SHINGLE SIDING
@ SIM CONDITION
11 7/8"
GRID
LINE
6X10 RAFTER TAIL
ATTACHED TO WOOD
RAFTERS @ 48" O.C.
RE: STRUCTURAL
DRAWINGS
6X10 WOOD RAFTER RE:
ELEVATIONS AND
STRUCTURAL FOR LOCATION
AND LAYOUT. PROVIDE SEAT
CUT AT SHOULDER BEAM AND
RIDGE BEAM RE: ELEVATIONS.
2X4 BLOCKING
RE: ROOF PLAN
WORKING POINT
CONT. BUG SCREEN STAPLED TO
SOFFIT WRAPPED OVER AIR VENT
MATERIAL TO CREATE MIN 1/2"
VENT @ T.O. WALL
GROUT/MORTAR UP TO BOTTOM
OF DRAINAGE MEMBRANE BUT DO
NOT BLOCK VENT
3D DRAINAGE MEMBRANE
BEHIND STONE CONT. UP OVER
T.O. STONE RE: SPEC.
TYPICAL STONE VENEER WALL
ASSEMBLY SEE 1/A6.1
PROVIDE WOOD SIDING OR COPPER
SHINGLES @ *SIM. NOTE CALLOUT RE:
ELEVATIONS
11 7/8" WOOD I-JOIST @ 24" O.C.
WITH BLOWN IN INSULATION
RE: STRUCT./SPEC.
SYNTHETIC SHAKE ROOF
*SIM CONDITION @ STANDING SEAM
METAL ROOF
RE: ELEVATIONS AND SPEC
2X10 FASCIA
1X6 T&G DECKING
PROVIDE COPPER DRIP EDGE
FLASHING @ SYNTHETIC ROOF.
PROVIDE PFSM FLASHING @ METAL
ROOFING TO MATCH METAL ROOFING.
GRID
LINE
6X10 RAFTER TAIL
ATTACHED TO WOOD
RAFTERS @ 48" O.C.
RE: STRUCTURAL
DRAWINGS
6X10 WOOD RAFTER RE:
ELEVATIONS AND STRUCTURAL
FOR LOCATION AND
CONNECTIONS. PROVIDE SEAT
CUT AT SHOULDER BEAM AND
RIDGE BEAM RE: ELEVATIONS.
2X4 BLOCKING
11 7/8" WOOD I-JOIST RAFTER @
24" O.C. BLOWN IN INSULATION
RE: STRUCT./SPEC. AND COVER
SHEET
OUTLOOKER SHOULDER BEAM RE:
ELEVATIONS AND STRUCTURAL FOR
SIZING AND LOCATIONS
RE: ROOF PLAN
WORKING POINT
OUTLOOK SHOULDER BEAMS NOTCH
SIDE DOWN TO 5 1/2" @ WALL TO
BE CONCEAL IN WALL RE: STRUCT.
COPPER FLASHING CAP WITH DRIP EDGE
CONT. BUG SCREEN STAPLED TO
SOFFIT WRAPPED OVER AIR VENT
MATERIAL TO CREATE MIN 1/2"
VENT @ T.O. WALL
GROUT/MORTAR UP TO BOTTOM
OF DRAINAGE MEMBRANE BUT DO
NOT BLOCK VENT
3D DRAINAGE MEMBRANE
BEHIND STONE CONT. UP OVER
T.O. STONE RE: SPEC.
TYPICAL STONE VENEER WALL
ASSEMBLY SEE 1/A6.1
VYCOR ICE AND WATER SHIELD (USE
HIGH TEMPERATURE AT ALL METAL
ROOFS) - PROVIDE DOUBLE LAYER
(50% OVERLAP) FOR FIRST 4' OF ROOF
ABOVE EAVE
RE: SPEC
6 1/8" RIGID INSULATION PANEL WITH 5/8"
PLYWOOD SHEATHING GLUED TO 5 1/2"
CONTINUOUS RIGID FOAM INSULATION
PANEL R-25 +/-
RE: SPEC
2X6 T&G DECKING W/ 1/8" X
1/8" @ ALL SOFFITS RE:
STRUCTURAL
COPPER DRIP EDGE FLASHING
SYNTHETIC SHAKE ROOF
RE: ELEVATIONS AND SPEC
2X10 FASCIA
PROVIDE WOOD SIDING @ *SIM.
NOTE CALLOUT
6"
GRID
LINE
6X10 WOOD BARGE RAFTER
RE: ELEVATIONS AND
STRUCTURAL FOR LOCATION
AND LAYOUT. PROVIDE
BIRDSMOUTH CUT AT
SHOULDER BEAM AND RIDGE
BEAM RE: ELEVATIONS.
2X4 BLOCKING
RE: ROOF PLAN
WORKING POINT
COPPER FLASHING CAP WITH DRIP EDGE RE: SPEC
3/4"
TYP. STONE WALL
ASSEMBLY RE: 1/A6.1
TYP. FIRE TREATED WOOD SHAKE
ROOF ASSEMBLY SEE _ / A_._
* PROVIDE WOOD
SIDING @ SIM. DETAIL
CALLOUT NOTE
11 7/8" WOOD I-JOIST @ 24" O.C.
WITH BLOWN IN INSULATION RE:
STRUCT./SPEC AND COVER
SHEET.
OUTLOOK RIDGE BEAM
CONTINUOUS FROM EXTERIOR
RE: STRUCT
6"
GRID
LINE
6X10 WOOD BARGE RAFTER
RE: ELEVATIONS AND
STRUCTURAL FOR LOCATION
AND LAYOUT. PROVIDE
BIRDSMOUTH CUT AT
SHOULDER BEAM AND RIDGE
BEAM RE: ELEVATIONS.
2X4 BLOCKING
COPPER FLASHING CAP WITH DRIP EDGE RE: SPEC
3/4"
TYP. STONE WALL
ASSEMBLY RE: 1/A6.1
TYP. FIRE TREATED WOOD SHAKE
ROOF ASSEMBLY SEE _ / A_._
PROVIDE WOOD
SIDING @ SIM. DETAIL
CALLOUT NOTE
STEEL RIDGE BEAM
RE: STRUCT.
APPLIED WOOD WRAP TO MATCH
AND ALIGN WITH EXTERIOR
BEAM DIMENSIONS
KNIFE PLATE CONNECTION INTO
EXTERIOR WOOD RIDGE BEAM.
WELDED TO STEEL PLATE AT
WALL RE: STRUCT.
6"
10X16 EXPOSED
OUTLOOK RIDGE BEAM
CONT. FROM OUTSIDE TO
INSIDE TYPICAL
TYP. ROOF ASSEMBLY
SEE _ / A_._
BIRDSMOUTH CUT
RAFTERS @ RIDGE
BEAM
T.O. BEAM
RE: ELEVS AND SECTIONS
SYNTHETIC SHAKE ROOF
RIDGE CAP @ SYNTHETIC
SHAKE ROOF. PFSM CAP @
METAL ROOFING RE: SPEC.
RE: ROOF MANUF.
RECOMMENDATIONS
SYNTHETIC SHAKE ROOF
*SIM CONDITION @ STANDING
SEAM METAL ROOF RE:
ELEVATIONS AND SPEC
11 7/8"
LVL RIDGE BEAM
RE: STRUCTURAL
11 7/8" WOOD I-JOIST
WITH BLOWN IN
INSULATION RE: STRUCT
JOIST HANGERS
RE: STRUCTURAL
TYP. ROOF ASSEMBLY
SEE _ / A_._
T.O. BEAM
RE: SECTIONS & STRUCT.
SYNTHETIC SHAKE ROOF
RIDGE CAP @ SYNTHETIC
SHAKE ROOF. PFSM CAP @
METAL ROOFING RE: SPEC.
RE: ROOF MANUF.
RECOMMENDATIONS
SYNTHETIC SHAKE ROOF
*SIM CONDITION @
STANDING SEAM METAL
ROOF RE: ELEVATIONS AND
SPEC
11 7/8"
1 1 7 /8 "
VALLEY FLASHING WITH
SPLASH DIVERTER
LAP 2ND LAYER OF W.P.
MEMBRANE MIN. 3"
OVER FLASHING AND
3'-0" MIN. UP VALLEY
ROOF SHEATHING RE: STRUCT.
RAFTERS RE: STRUCT.
BLOWN IN CELLULOSE
INSULATION
FINISHED CEILING RE: RCP
PROVIDE HEAT TAPE ON
EACH SIDE OF ALL ROOF
VALLEYS EACH SIDE TO BE
SEPARATE WIRE SO IF ONE
FAILS THE OTHER STILL
WORKS
OVERFRAMING
SYNTHETIC SHAKE ROOFING
9"
GRID
LINE
3"
5" HALF ROUND COPPER GUTTER WITH ROUND
DOWN SPOUTS RE: ROOF PLANS FOR
LOCATIONS SEPARATE FROM DISSIMILAR
METALS @ METAL ROOF CONDITION
PROVIDE COPPER DRIP EDGE FLASHING @ SYNTHETIC
ROOF. PROVIDE PFSM FLASHING @ METAL ROOFING TO
MATCH METAL ROOFING.
STANDING SEAM METAL ROOF
RE: ELEVATIONS AND SPEC
2X10 FASCIA
8X10 RAFTER TAILS ATTACHED
TO WOOD RAFTERS @ 6'-0" O.C.
RE: RCP & STRUCT.
5/8" PLYWOOD SHEATHING CONTINUOUS AT EAVE
T.O. PLATE
RE: ELEVS AND SECTIONS
11 7/8" WOOD I-JOIST RAFTER @ 24" O.C.
BLOWN IN INSULATION
RE: STRUCT./SPEC. AND COVER SHEET
2X BLOCKING PER
STRUCTURAL DRAWINGS
3x6 T&G DOUG-FIR DECKING @
ALL SOFFITS
30 # FELT UNDERLAYMENT
VYCOR ICE AND WATER SHIELD (USE
HIGH TEMPERATURE AT ALL METAL
ROOFS) - PROVIDE DOUBLE LAYER
(50% OVERLAP) FOR FIRST 4' OF ROOF
ABOVE EAVE
RE: SPEC
6 1/8" RIGID INSULATION PANEL WITH 5/8"
PLYWOOD SHEATHING GLUED TO 5 1/2"
CONTINUOUS RIGID FOAM INSULATION
PANEL R-25 +/- RE: SPEC.
ROOFS TO BE PROTECTED
THROUGHOUT WITH ENGINEERED
SNOW CLIPS & FENCES PER MANF.
RECOMMENDATIONS PER ROOF PITCH
AND SNOW LOADS RE: SPEC. RE: ROOF
PLAN FOR CLIP AND SNOW FENCE
LOCATIONS
RE: ROOF PLAN
3" INSULATION PANEL CONSISTING
OF: 2 3/8" RIGID FOAM GLUED TO 5/8"
PLYWOOD TOP SHEET R-12.9 +/-.
SCREW TO WALL W/ MIN. 4 SCREWS
IN PATTERN SIMILAR TO NAIL
PATTERN REQ'D. FOR STRUCT.
SHEATHING RE: SPEC.
3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO
AIR VENT MATERIAL AT TOP OF COPPER SHINGLE
SIDING
CONT. BUG SCREEN STAPLED TO SOFFIT
WRAPPED OVER AIR VENT MATERIAL TO
CREATE MIN 1/2" VENT AT TOP OF THE WALL.
SMART MEMBRANE
VAPOR BARRIER TYP.
RE: SPEC
TYP. COPPER SHINGLE SIDING
SEE 11/A6.4
2 3/8"
1 1/2"
11 7/8"
12
4
10"
10" 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
1 1/2" = 1'-0"
10/12/2015
11:45:55 AM
A6.8
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 RIDGE DETAIL @ FLUSH STEEL
BEAM
1 1/2" = 1'-0"
2
TYPICAL ROOF EAVE @ WOOD SIDING
1 1/2" = 1'-0" 4
TYP. ROOF RAKE
1 1/2" = 1'-0"
5
ROOF RAKE @ SHOULDER BEAM
1 1/2" = 1'-0"
6
ROOF RAKE @ DROPPED WOOD RIDGE
BEAM
1 1/2" = 1'-0"
10
ROOF RAKE @ FLUSH STEEL RIDGE
BEAM
1 1/2" = 1'-0"
7
ROOF DETAIL @ CONTINUOUS DROPPED
WOOD RIDGE BEAM
1 1/2" = 1'-0" 8
ROOF RIDGE @ FLUSH LVL RIDGE BEAM
1 1/2" = 1'-0"
9
ROOF VALLEY FLASHING DETAIL @
SYNTHETIC SHAKE ROOF
1 1/2" = 1'-0"
3
ROOF EAVE @ LIVING ROOM
DRB
APPROVED
11/4/2015
12:00:00 AM