HomeMy WebLinkAbouta0112" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
CAST STONE SILL, TYP.
- PULL BTM. 1"±
1x TRIM BOARD
- HOLD TRIM UP 1" ±
- REFER TO ELEVATIONS FOR SIZES AND
PROFILES
04 SCALE:
BRICK VENEER, TYPICAL
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ TRIM 14"
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER. (HORIZONTALLY)
STONE SILL w/ 1x TRIM - CULTURED STONE VENEER
112" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1x TRIM BOARD
- HOLD TRIM UP 1" ±
- REFER TO ELEVATIONS FOR SIZES AND
PROFILES
05 SCALE:
SECTION - FIBER CEMENT BOARD PANEL @ CAST
CULTURED STONE VENEER, TYPICAL
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ TRIM 14"
1 4 "
@ CAST STONE SILL w/ 1x TRIM - BRICK VENEER
SECTION - FIBER CEMENT BOARD PANEL
2" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
CAST STONE SILL, TYP.
- PULL BTM. 1"±
01 SCALE:
BRICK VENEER, TYPICAL
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ SILL 1"±
1"
±
@ CAST STONE SILL - CULTURED STONE VENEER
112" x 3" METAL DRIP FLASHING, TYP.
- w/ 1" HEM
- NAIL TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
02 SCALE:
SECTION - FIBER CEMENT BOARD PANEL
CULTURED STONE VENEER, TYPICAL
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ SILL 1"±
1"
±
@ CAST STONE SILL - BRICK VENEER
SECTION - FIBER CEMENT BOARD PANEL
1 4 "
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER. (HORIZONTALLY)
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER. (HORIZONTALLY)
NOTE:
HEM OF FLASHING MUST FASTEN ONE
PIECE TO THE OTHER. (HORIZONTALLY)
@ FIBER CEMENT BOARD PANEL03SCALE: 3" = 1'-0"
H-STRIP CONNECTOR OR BATTEN,
TYP.
- REFER TO PLANS FOR LOCATIONS
FIBERGLASS ASPHALT SHINGLES
OVER 7/16" ROOF SHEATHING
METAL FLASHING
- TURN OUT 3" ABOVE GUTTER
FIBER CEMENT BOARD PANEL, TYP.
- NOTCH FIBER CEMENT BOARD
PANEL FOR FLASHING
+2/' 2)) 7 6+,1*/(6
ALUMINUM GUTTER
- REFER TO ELEVATIONS
1x8 GUTTER BOARD, TYP.
METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
METAL FLASHING, TYP.
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
1x TRIM BOARD
- HOLD TRIM UP 1" ±
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
06 SCALE:
w/ 1x TRIM w/ ROOF BELOW
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ TRIM 14"
1"
±
ROOF PITCH VARIES
- REFER TO PLANS
METAL FLASHING, TYP.
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
07 SCALE:
FIBER CEMENT BOARD PANEL w/ ROOF BELOW
3" = 1'-0"
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ ROOF 1"±
1"
±
ROOF PITCH VARIES
- REFER TO PLANS
1 4 "
METAL DRIP FLASHING
- NAIL & TAPE TO SHEATHING
- USE 1" ROOFING NAILS @ EA. STUD
FIBER CEMENT BOARD PANEL @ HORIZONTAL SEAM
SECTION -
08 SCALE: 6" = 1'-0"
NAILING PATTERN NOTE:
2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON
PERIMETER and 12" o.c. IN THE FIELD
- KEEP FASTENERS 2" AWAY FROM CORNERS
& 38" MIN. FROM EDGE OF PANEL
'Z' FLASHING
- DO NOT OVERLAP FLASHING @ JOINTS!
- BUTT ENDS OF FLASHING TOGETHER
FIBER CEMENT BOARD PANEL, TYPICAL
- HOLD OFF T/ 'Z' FLASHING 14"
FRAME WALL @ 16" o.c.
18" STRUCTURAL SHEATHING
1 4 "
11 2"
3"
115
°
1 2 "
135
°
CAST STONE SILL, TYP.
- PROJECT BTM. 34" ±
- SLOPE 38" MIN. TO PROVIDE
POSITIVE DRAINAGE
1"±
1"
±
11 2"
3"
115
°
1 2 "
135
°
1"±
34"±
3 8 "
MI
N
.
11 2"
3"
115
°
1 2 "
135
°
1"
±
34"±
3 8 "
MI
N
.
11 2"
3"
115
°
1 2 "
135
°
CAST STONE SILL, TYP.
- PROJECT BTM. 34" ±
- SLOPE 38" MIN. TO PROVIDE
POSITIVE DRAINAGE
SECTION -
DETAIL - GABLE FLASHINGSECTION - FIBER CEMENT BOARD PANEL
'SONOLASTIC NP-1' CAULK OVER ALL
NAIL HOLES AND OUTSIDE EDGE OF
NAILING FLANGE
- SMOOTH w/ APPLICATOR
- INSTALL IN SUCH A MANNER SO AS TO
PREVENT MOISTURE FROM ENTERING
THE TOP & SIDES OF THE EXTERIOR
WINDOW OPN'G
@ FIBER CEMENT BOARD PANEL
FIBER CEMENT BOARD PANEL, TYPICAL
SCALE: 09 3" = 1'-0"
SECTION - WINDOW SILL w/ SLOPED WOOD TRIM
14" BEAD OF 'SONOLASTIC NP-1'
CAULK, CONT. BTWN FLANGE AND
SHEATHING
- TYPICAL, ALL (4) SIDES
112" NAIL @ EVERY OTHER NAILING HOLE
IN WINDOW FLANGE
- NAIL HEAD TO BE WIDER THAN HOLE IN
FLANGE
1x TRIM, TYPICAL
- w/ 10° BEVEL @ TOP EDGE
- w/ FIBER CEMENT BOARD PANEL
BACK-UP
- REFER TO ELEVATIONS FOR SIZES
AND PROFILES
1x2 SYNBOARD TRIM
- EXTEND 1" BEYOND 1x BEVELED TRIM
FIBER CEMENT BOARD SIDING @ CONC. FDN WALL
SCALE:3" = 1'-0"
STRUCTURAL SHEATHING
NOTE:
THICKNESS VARIES
REFER TO FOUNDATION PLAN
8" THICK CAST-IN-PLACE
CONCRETE FOUNDATION WALL
- UNLESS NOTED OTHERWISE
ON FOUNDATION PLAN
- HOLD POLY 1" BELOW
T/FOUNDATION, TYP.
1 2 "
1 2 "
1"
- EXTEND SHEATHING TO
1/2" BELOW T/ FOUND.
SECTION DETAIL
APPROVED FASTENER
@ 3"o.c., TYPICAL
APPROVED FASTENER
@ 12"o.c. IN BTM 1/3 OF BAND BD.
SILL SEALER, TYPICAL
MUDSILL ANCHOR STRAP, TYP.
24" POLY FLASHING, TYPICAL
FIBER CEMENT BOARD PANEL
- TYPICAL
13
NAILING PATTERN NOTE:
2" x 6d GALVANIZED NAILS TO BE 6" o.c. ON
PERIMETER and 12" o.c. IN THE FIELD
- KEEP FASTENERS 2" AWAY FROM CORNERS
& 38" MIN. FROM EDGE OF PANEL
158" BARGE MOULD
NOTE: FRONT TURNED GABLES ONLY
- REFER TO ELEVATION
@ GABLE END WALL w/ 12" EXTENDED RAKE
SECTION - FIBER CEMENT BOARD PANEL
12 SCALE: 3" = 1'-0"
1x8 GABLE FRIEZE
- w/ FIBER CEMENT BOARD PANEL BACK-UP
FIBER CEMENT BOARD PANEL, TYPICAL
STRUCTURAL SHEATHING:
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL
SHT'G 2" MINIMUM.
@ GABLE END WALL
SECTION - FIBER CEMENT BOARD PANEL
10 SCALE: 3" = 1'-0"
1x8 RAKE BOARD
- w/ FIBER CEMENT BOARD PANEL
BACK-UP
FIBER CEMENT BOARD PANEL, TYPICAL
STRUCTURAL SHEATHING:
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL
SHT'G 2" MINIMUM.
@ GABLE END WALL w/ EXTENDED RAKE
SECTION - FIBER CEMENT BOARD PANEL
11 SCALE: 3" = 1'-0"
3/8" SOFFIT
1x8 RAKE BOARD
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION
12"
1x8 GABLE FRIEZE
- w/ FIBER CEMENT BOARD PANEL BACK-UP
FIBER CEMENT BOARD PANEL, TYPICAL
STRUCTURAL SHEATHING:
(STRUCTURAL & WATER REPELLENT)
-GABLE SHT'G TO OVERLAP WALL
SHT'G 2" MINIMUM.
3/8" SOFFIT
1x8 RAKE BOARD
- 2x6 BLOCKS @ 24" o.c. ON 1x6's
GABLE EXTENSION
PER PLAN
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William Hohlt