HomeMy WebLinkAboutB16-0031_A6.9_1480363620.pdfGRID
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
RE: ELEVATIONS AND SPEC
2X10 FASCIA
6X10 RAFTER TAILS ATTACHED
TO WOOD RAFTERS @ 48" O.C.
RE: RCP & STRUCT.
TYP. WOOD SIDING
SEE 8/A6.6
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 @
STONE CONT. UP OVER T.O. STONE VENEER. RE:
SPEC.
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"
10X14 SHOULDER BEAM @
EXTERIOR AND CONTINUOUS
TO INTERIOR.
GRID
LINE
6X10 WOOD BARGE RAFTER
RE: ELEVATIONS AND
STRUCTURAL FOR LOCATION
AND CONNECTIONS. PROVIDE
SEAT CUT AT SHOULDER BEAM
AND RIDGE BEAM RE:
ELEVATIONS.
2X4 BLOCKING
OUTLOOKER SHOULDER BEAM RE:
ELEVATIONS AND STRUCTURAL FOR
SIZING AND LOCATIONS
RE: ROOF PLAN
WORKING POINT
OUTLOOK SHOULDER BEAMS
CONTINUOUS FROM EXTERIOR TO
INTERIOR.
COPPER FLASHING CAP WITH DRIP EDGE
CONT. BUG SCREEN.SEE 3/A6.10
TYPICAL VERTICAL WOOD
SIDING ASSEMBLY SEE 8/A6.6
TYPICAL SYNTHETIC ROOF ASSEMBLY
RE: SPEC AND ELEVATIONS
6"
GRID
LINE
6X10 WOOD BARGE RAFTER RE:
ELEVATIONS AND STRUCTURAL FOR
LOCATION AND LAYOUT. PROVIDE
SEAT CUT AT SHOULDER BEAM AND
RIDGE BEAM RE: ELEVATIONS.
2X4 BLOCKING
COPPER FLASHING CAP WITH DRIP EDGE RE: SPEC
TYP. VERTICAL WOOD SIDING
ASSEMBLY RE: 8/A6.6
TYP. SYNTHETIC SHAKE ROOF
ASSEMBLY. RE: SPEC AND
ELEVATIONS
8X4 HSS TUBE STEEL
SHOULDER BEAM. WELDED TO
STEEL COLUMN IN WALL RE:
STRUCT.
6"
5X5X1/4 TUBE STEEL COLUMN
RE: STRUCT.
5"
8"
SOLID 10X14 TIMBER SAWN IN
HALF AND CENTER NOTCHED
OVER TUBE STEEL
SHOULDER BEAM.
THRU BOLTS COUNTER SUNK
AND PLUGGED.
3 3/16"
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 @ 5'-9" O.C.
RE: RCP & STRUCT.
5/8" PLYWOOD SHEATHING CONTINUOUS AT EAVE
T.O. PLATE
RE: ELEVS AND SECTIONS
14" WOOD I-JOIST RAFTER @ 16" 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/A6.5
2 3/8"
1 1/2"
1' - 2"
12RE:
ROOF
PLAN
1' - 0"
1' - 0" GRID
K
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 @ 5'-9" O.C
PROVIDE SEAT CUT FOR
NOTCHING OVER STL. BEAM.
RE: RCP & STRUCT.
5/8" PLYWOOD SHEATHING CONTINUOUS AT EAVE
T.O. PLATE
RE: ELEVS AND SECTIONS
14" WOOD I-JOIST RAFTER @ 16" O.C.
BLOWN IN INSULATION
RE: STRUCT./SPEC. AND COVER SHEET
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 SEE 3/A6.10
SMART MEMBRANE
VAPOR BARRIER TYP.
RE: SPEC
TYP. COPPER SHINGLE SIDING
SEE 11/A6.5
1 1/2"
1' - 2"
BLOWN-IN INSULATION. INSTALL BEFORE PLY.
1' - 0"
BLOCKING
12 RE:
ROOF
PLAN
3 1/2" 4 3/4"
7 3/4" 1' - 11 9/16"
7"
10" 8 3/8"
10 3/8"9 1/2"
BELFOR UPLIGHT WALL SCONCE. RE:
LIGHTING FIXTURE SCHEDULE AND RCP'S
8X10 WOOD TIMBER BEAM
7" 1 5/8"
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 SEE 3/A6.10
3D DRAINAGE BEHIND SIDING
MEDIUM. CONT. UP OVER T.O.
STONE VENEER WHERE PRESENT.
RE: SPEC.
TYPICAL VERTICAL WOOD
SIDING ASSEMBLY SEE 8/A6.6
PROVIDE STONE VENEER SIDING @
*SIM. NOTE CALLOUT
RE: ELEVATIONS
11 7/8" WOOD I-JOIST @ 24" O.C.
WITH BLOWN IN INSULATION.
PROVIDE PLYWOOD BLOCKING TO
IN-FILL TJI WEB.
RE: STRUCT./SPEC.
TYP. SYNTHETIC SHAKE ROOF.
RE: ELEVATIONS AND SPEC.
2X10 FASCIA
FINISHED CEILING RE: RCP
PROVIDE COPPER DRIP EDGE
FLASHING @ SYNTHETIC ROOF.
PROVIDE PFSM FLASHING @ METAL
ROOFING TO MATCH METAL ROOFING.
6"
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: SPEC AND ELEVATIONS
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
3 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.
STANDING SEAM METAL ROOF
RE: ELEVATIONS AND SPEC
2X10 FASCIA
8X10 RAFTER TAILS ATTACHED
TO WOOD RAFTERS @ 5'-9" O.C.
RE: RCP & STRUCT.
5/8" PLYWOOD SHEATHING CONTINUOUS AT EAVE
T.O. PLATE
RE: ELEVS AND SECTIONS
14" WOOD I-JOIST RAFTER @ 16" O.C.
BLOWN IN INSULATION
RE: STRUCT./SPEC. AND COVER SHEET
2X BLOCKING PER
STRUCTURAL DRAWINGS
3x6 T&G DOUG-FIR DECKING
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
CONT. BUG SCREEN. SEE 3/A6.10
SMART MEMBRANE
VAPOR BARRIER TYP.
RE: SPEC
TYP. COPPER SHINGLE SIDING
SEE 11/A6.5
2 3/8"
1 1/2"
1' - 2"
12RE:
ROOF
PLAN
HSS 5.5" X 5.5" RE: STRUCT. 5"
4 3/4"
4 5/16"
5 9/16"
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"
9/16/2016
10:37:47 AM
A6.9
ROOF
DETAILS
CWF
HB
REIMERS
RESIDENCE
03/01/2016
3090
BOOTH
CREEK DR. VAIL, CO
CONSTRUCTION
DOCUMENTS
1 1/2" = 1'-0"
1
TYPICAL ROOF EAVE @ SYNTHETIC
SHAKE
1 1/2" = 1'-0" 7
ROOF RAKE @ SHOULDER BEAM
1 1/2" = 1'-0"
8
ROOF RAKE @ APPLIED OUTLOOK
SHOULDER BEAM
1 1/2" = 1'-0"
2
ROOF EAVE @ LIVING ROOM
1 1/2" = 1'-0"
3
ROOF EAVE @ LIVING ROOM W/ STL.
BEAM
1 1/2" = 1'-0"
5
TYP. ROOF RAKE
1 1/2" = 1'-0"
6
ROOF RAKE @ TYP. SHED W/ WOOD
SIDING
1 1/2" = 1'-0" 4
ROOF EAVE @ STAIR
No. Revision Date
Revision
Description
1 APRIL 26, 2016 ASI #1
5 AUGUST 12,
2016
ASI #5
11/28/16