HomeMy WebLinkAboutB17-0053_A6.9_1493402460.pdfGRID
LINE
RE: ROOF PLAN
STEEL BEAM RE: STRUCT
RAFTER LAG-BOLTED FROM BELOW.
PAINT HEADS TO MATCH STL BEAM.
RE: STRUCT.
SEE 4/A6.9 FOR TYP. ROOF RAKE NOTES
6"
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 BELOW RE: STRUCT.
RE: SECTIONS / ELEVATIONS
SLOPE PER ROOF PLAN
SEE 1/A6.9 FOR TYP. ROOF EAVE NOTES
PAINT ALL EXPOSED THROUGH BOLTS
RE:STRUCT.
3" HSS COLUMN WELDED TO B.O.
BEAM & 6" X 6" X 1/2" STEEL BASE
PLATE WELDED TO KNIFE PLATE RE:
STRUCT. & SPEC
KNIFE PLATE RE: STRUCT.
PAINT ALL EXPOSED THROUGH BOLTS
RE:STRUCT.
3" HSS COLUMN WELDED TO B.O.
BEAM & 6" X 6" X 1/2" STEEL BASE
PLATE WELDED TO KNIFE PLATE RE:
STRUCT. & SPEC
6X10 WOOD JOISTS RE: STRUCTURAL
5/8" PLYWOOD OVER SLEEPERS TO
CREATE WIRE CHASE FOR EXTERIOR
LIGHT FIXTURES RE: RCP
8X8 WOOD COLUMN
RE: STRUCT.
7 1/2"
6"
9"
RE: ROOF PLAN
3/4"
SEE 4/A6.9 FOR TYP. ROOF RAKE NOTES
7 1/2"
9.5°
SEE DETAIL 1/A6.2 FOR TYP.
STONE PATIO ASSEMBLY
NOTE: ALL STEEL TO BE SHOP PAINTED
W/ PROTECTIVE FINISH COAT OF PAINT
(RE: SPEC) INCLUDING AREAS TO BE
COVERED W/ DAMP PROOFING. ALL
PORTIONS OF STEEL WITHIN MASONRY/
CONCRETE OR BELOW GRADE TO BE
COATED W/ DAMP PROOFING INCLUDING
BOTTOM OF PLATE
SEE DETAIL 2/A6.5 FOR
TYP. COLUMN BASE NOTES
RE: ELEVATIONS FOR SIDING TYPE. NOTE CONDITION
MAY HAVE STONE, STUCCO, METAL OR WOOD SIDING
RAFTERS PER STRUCTURAL DRAWINGS W/ CAVITY
FILLED W/ SPRAY FOAM AND BLOWN-IN INSULATION
RE: STRUCT./SPEC. SPRAY FOAM CONT. @ ROOF
RIM/BETWEEN RAFTERS DOWN TO T.O. PLATE
CUSTOM PFSM 5" ROUND GUTTER WITH ROUND
DOWN SPOUTS BOTH TO MATCH ROOFING COLOR
RE: SPEC RE: ROOF PLANS FOR LOCATIONS
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DRIP EDGE FLASHING TO MATCH ROOFING RE: SPEC
PFSM STANDING SEAM ROOF RE: SPEC
HIGH TEMP ICE AND WATER SHIELD OVER
METAL FLASHING PROVIDE 50% OVERLAP
(DOUBLE LAYER) FOR FIRST 4' UP EAVE
2X6 T&G WOOD DECKING RE: SPEC
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
OVER T&G DECKING
PLATE HEIGHTS AT SECTIONS 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 &
TO VENT @ B.O. WALL
SMART MEMBRANE VAPOR BARRIER @
INTERIOR SIDE OF ALL EXTERIOR WALLS
AND ROOF TYP. RE: SPEC
TYPICAL ROOF EAVE NOTES:
LAP SELF ADHERED FLASHING @ TOP OF SHEATHING
OVER AIR & WATER INFILTRATION BARRIER @ WALL
AND OVER TOP OF BLOCKING @ TOP OF WALL &
COVER W/ ROOF SHEATHING. APPLY CONT. BEAD OF
COMPATIBLE SEALANT OVER T.O. SELF ADHERED
FLASHING BEFORE INSTALLING ROOF DECKING
ROOFS TO BE PROTECTED WITH ENGINEERED SNOW
GUARDS PER MANF. RECOMMENDATIONS PER ROOF
PITCH AND SNOW LOADS AT LOCATIONS
DIAGRAMMATICALLY SHOWN ON ROOF PLAN RE: SPEC
CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED
OVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT
AT TOP OF THE WALL TYP.
A6.9
2
CLOSED CELL SPRAY FOAM @ INSIDE OF
SHEATHING @ CAVITY & CELLULOSE/FIBERGLASS
INSULATION TO FILL REMAINDER OF CAVITY PER
COVER SHEET & SPEC.
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6X10 RAFTER TAIL ATTACHED TO WOOD RAFTERS @ 48" O.C.
RE: STRUCTURAL DRAWINGS & SPEC.
DRIP FLASHING OVER FASCIA TO MATCH ROOFING RE: SPEC
PFSM STANDING SEAM METAL ROOFING RE: SPEC
5/8" PLYWOOD SHEATHING RE: STRUCT.
6X10 WOOD RAFTER LAG BOLTED TO EXTERIOR WALL THRU SOLID
BLOCKING RE: STRUCT. & SPEC.
2X4 BLOCKING
PLYWOOD BLOCKING RE: STRUCT.
EXTEND ROOF SHEATHING TO EDGE OF ROOF
TYP. EXTERIOR WALL ASSEMBLY RE: ELEVATIONS / SECTIONS
SEE TYPICAL WALL DETAIL FOR NOTES & ASSEMBLIES
WORKING POINT
RE: ROOF PLAN
CONTINUOUS 2X8 BLOCKING
FILL REMAINING CAVITY W/ BLOWN-IN INSULATION
RE: COVER SHEET & SPEC.
TYPICAL ROOF RAKE NOTES:
SPRAY FOAM INSULATION APPLIED TO UNDERSIDE OF
PLYWOOD ROOF SHEATHING & CONTINUOUS @
INTERSECTION W/ WALL & DOWN WALL RE: COVER SHEET
CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVER AIR VENT
MATERIAL TO CREATE MIN 1/2" VENT AT TOP OF THE WALL TYP.
HIGH TEMP VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE
LAYER (50% OVERLAP) FOR FIRST 4' OF ROOF ABOVE EAVE
RE: SPEC
LAP SELF ADHERED FLASHING @ TOP OF SHEATHING OVER AIR &
WATER INFILTRATION BARRIER @ WALL AND OVER TOP OF
BLOCKING @ TOP OF WALL. APPLY CONT. BEAD OF COMPATIBLE
SEALANT OVER T.O. SELF ADHERED FLASHING BEFORE
INSTALLING ROOF DECKING
2X6 CEDAR FASCIA RE: ROOF PLAN FOR LOCATIONS
2X6 T&G WOOD DECKING RE: SPEC
CLOSED CELL SPRAY FOAM @ INSIDE OF SHEATHING @
CAVITY & CELLULOSE/FIBERGLASS INSULATION TO FILL
REMAINDER OF CAVITY PER COVER SHEET & SPEC.
1/2"
3D DRAINAGE MATERIAL CONTINUOUS
BEHIND SIDING TO AIR VENT @ TOP &
BOTTOM OF WOOD SIDING - HOLD DOWN
1/2" FROM B.O. SHEATHING & INSTALL OVER
AIR AND WATER INFILTRATION BARRIER
RE: SPEC
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5/8" PLYWOOD SHEATHING
I-JOIST RAFTER @ 24" O.C. W/
INSULATION RE: STRUCT./SPEC.
PROVIDE HIGH TEMP ICE & WATER
SHIELD CONT. @ ROOFS. RE: SPEC
ROOFING RE: ROOF PLANS
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"
WOOD SIDING RE: ELEVATIONS FOR
TYPE / NOTES AND FINISH SCHEDULE
APPLY CONTINUOUS BEAD OF
COMPATIBLE SEALANT OVER TOP
OF SELF ADHERED FLASHING
BEFORE INSTALLING ROOFING
ICE & WATER SHIELD LAPS OVER
AIR & WATER INFILTRATION
BARRIER
STEEL I-BEAM PERPENDICULAR
TO RAFTERS ABOVE
8X8 DOUG-FIR STRUT RE: STRUCT
STEEL I-BEAM RE: STRUCT.
LAG-BOLTED THRU BEAM FLANGE
FROM BELOW RE: STRUCT.
SLOPE PER ROOF PLAN
SEE 1/A6.9 FOR TYP. ROOF EAVE NOTES
5/8" PLYWOOD OVER SLEEPERS TO
CREATE WIRE CHASE FOR EXTERIOR
LIGHT FIXTURES RE: RCP
PAINT ALL EXPOSED THROUGH BOLTS
RE:STRUCT.
3" HSS COLUMN WELDED TO B.O.
BEAM & 6" X 6" X 1/2" STEEL BASE
PLATE WELDED TO KNIFE PLATE RE:
STRUCT. & SPEC
9.5°
RE: ROOF PLAN
RE: ROOF PLAN / SECTIONS
GRID
LINE
SLOPE
PER ROOF PLAN
SEE 1/A6.9 FOR TYP.
ROOF EAVE NOTES
GRID
LINE
RE: ROOF PLAN
STEEL BEAM RE: STRUCT
RAFTER LAG-BOLTED FROM BELOW.
PAINT HEADS TO MATCH STL BEAM.
RE: STRUCT.
SEE 4/A6.9 FOR TYP. ROOF RAKE NOTES
KNIFE PLATE RE: STRUCT.
PAINT ALL EXPOSED THROUGH BOLTS
RE:STRUCT.
3" HSS COLUMN WELDED TO B.O.
BEAM & 6" X 6" X 1/2" STEEL BASE
PLATE WELDED TO KNIFE PLATE RE:
STRUCT. & SPEC
8X8 WOOD COLUMN
RE: STRUCT.
6"
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 3/23/2017 1:08:38 PM
As indicated
LILES RESIDENCE
2440 CHAMONIX LANE
VAIL, CO 81657
A6.9
ROOF
DETAILS
3-23-2017
CPM
HB
3-23-2017
PERMIT SET
1 1/2" = 1'-0"
8
ROOF DETAIL @ ROOF RAKE W/ STEEL
BEAM
1 1/2" = 1'-0"
3 STRUT DETAIL @ ROOF EAVE
1 1/2" = 1'-0"
10 ROOF RAKE DETAIL @ FRONT ENTRY
1 1/2" = 1'-0"
6
ANGLED COLUMN BASE DETAIL @
FRONT ENTRY
1 1/2" = 1'-0"
1 ROOF DETAIL @ TYPICAL EAVE
1 1/2" = 1'-0"
4
ROOF DETAIL @ TYPICAL RAKE
6" = 1'-0"
2 BUG SCREEN DETAIL @ ROOF EAVE
1 1/2" = 1'-0"
7
LOWER ROOF EAVE DETAIL @ FRONT
ENTRY
1 1/2" = 1'-0"
5
ROOF DETAIL @ TYPICAL UPPER EAVE
1 1/2" = 1'-0"
9
ROOF DETAIL @ ROOF RAKE W/ STEEL
BEAM @ STRUT
REVISION SCHEDULE
# DESCRIPTION DATE
04/28/17