3280-20-A-2-503.pdf

NOM. 8 CMU - GROUT CELLS SOLID

AT VERTICAL REINFORCMENT

2" RIGID INSULATION

4X4X5/16" GALVANIZED STEEL

LINTEL. BEAR A MIN. 8" EACH SIDE.

SEE LINTEL SCHEDULE.

THRU WALL MEMBRANE FLASHING

WITH WEEP HOLES @ 16" O.C. AND

END DAMS.

NOM. 8" BULLNOSE CONTINUOUS

BOND BEAM W/ (2) #5 REINFORCING

BARS. BEAR A MIN. OF 8" EACH SIDE.

SEE LINTEL SCHEDULE.

RUNNING BOND BRICK VENEER

1 3/4" AIR SPACE

0' - 7 5/8" 0' - 3 5/8"

1' - 3"

TOP OF MASONRY OPENING

ELE. 7' - 4"

CONTINUOUS BACKER ROD AND

SEALANT. EACH SIDE

HOLLOW METAL DOOR AND FRAME.

GROUT FRAME SOLID. SEE DOOR

SCHEDULE.

0' - 2"0' - 10 3/4"0' - 2 1/4"

0' - 3 3/4"

1' - 3"

0' - 10 3/4" 0' - 2"0' - 2 1/4"

1' - 3"

2" RIGID INSULATION

1 3/4" AIR SPACE

RUNNING BOND BRICK VENEER

CONTINUOUS #5 STEEL

REINFORCEMENT

NOM. 8" BULLNOSE CMU. GROUT

CELLS SOLID AT VERTICAL

REINFORCEMENT.

CONTINUOUS BACKER ROD AND

SEALANT. EACH SIDE

HOLLOW METAL DOOR AND FRAME.

GROUT FRAME SOLID. SEE DOOR

SCHEDULE.

0' - 7 5/8" 0' - 3 5/8"

1' - 3"

WIRE MASONRY ANCHOR

0' - 3 3/4"

ELE.

TOP OF SLAB

0' - 0"

HOLLOW METAL DOOR AND FRAME.

GROUT FRAME SOLID. SEE DOOR

SCHEDULE.

0' - 2 1/4" 0' - 10 3/4" 0' - 2"

1' - 3"

ADA COMPLIANT THRESHOLD

4" REINFORCED CONCRETE SLAB.

SLOPE AWAY FROM BUILDING 2%.

4" VINYL COVE BASE BEYOND.

LINE OF BRICK VENEER BEYOND.

EXPANSION JOINT MATERIAL

6" REINFORCED CONCRETE SLAB

1' - 3"

TOP OF MASONRY OPENING

ELE. 7' - 4"

1" FLUSH METAL WALL PANEL

NOM. 12" CMU - GROUT CELLS SOLID

AT VERTICAL REINFORCEMENT

2" RIGID INSULATION

NOM. 12" CONTINUOUS BULLNOSE

BOND BEAM W/ (2) #6

REINFORCEMENT. SEE LINTEL

SCHEDULE.

HOLLOW METAL DOOR AND FRAME.

GROUT FRAME SOLID. SEE DOOR

SCHEDULE.

CONTINUOUS BACKER ROD AND

SEALANT. EACH SIDE

PRE-FINISHED "J" CHANNEL

Z-FURRING CHANNEL @ 24" O.C.

DEPTH AS REQUIRED FOR 2" RIGID

INSULATION

0' - 10 3/4"0' - 4"

1' - 2 3/4"

0' - 11 5/8" 0' - 3 1/8"

1' - 2 3/4"

2" RIGID INSULATION

1" FLUSH METAL WALL PANEL

0' - 11 5/8" 0' - 6 3/8"

1' - 6"

PRE-FINISHED "J" CHANNEL

HOLLOW METAL DOOR AND FRAME.

GROUT FRAME SOLID. SEE DOOR

SCHEDULE.

CONTINUOUS BACKER ROD AND

SEALANT. EACH SIDE

NOM. 12" BULLNOSE CMU. GROUT

CELLS SOLID AT VERTICAL

REINFORCEMENT.

LINE OF CHAMFERED SOLDIER

COURSE BELOW.

0' - 10 3/4"0' - 4" 0' - 3 1/4"

1' - 6"

WIRE MASONRY ANCHOR

Z-FURRING CHANNEL @ 24" O.C.

DEPTH AS REQUIRED FOR 2" RIGID

INSULATION

ELE.

TOP OF SLAB

0' - 0"

0' - 4" 0' - 10 3/4" 0' - 3 1/4"

1' - 6"

HOLLOW METAL DOOR AND FRAME.

GROUT FRAME SOLID. SEE DOOR

SCHEDULE.

ADA COMPLIANT THRESHOLD

8" REINFORCED CONCRETE SLAB

6" #57 COMPACTED STONE

2" RIGID INSULATION

CONTINUOUS FOUNDATION WALL

4" REINFORCED CONCRETE SLAB.

SLOPE AWAY FROM BUILDING 2%.

EXPANSION JOINT MATERIAL

1' - 8"

1' - 6"0' - 2"

W16X26 WIDE FLANGE BEAM. SEE

STRUCTURAL PLANS.

13 5/8" X 5/16" CONTINUOUS

GALVANIZED STEEL PLATE. SEE

STRUCTURAL PLANS. BEARING MIN.

8" EACH SIDE OF JAMB

NOM. 12" CMU - GROUT CELLS SOLID

AT VERTICAL REINFORCEMENT

2" RIGID INSULATION

OVERHEAD SECTIONAL DOOR

TOP OF MASONRY OPENING

ELE. 16' - 0"

PRE-FINISHED "J" CHANNEL

Z-FURRING CHANNEL @ 24" O.C.

DEPTH AS REQUIRED FOR 2" RIGID

INSULATION

1" FLUSH METAL WALL PANEL

SOLID CMU BEAM WEB INFILL

CONTINUOUS BACKER ROD AND

SEALANT. EACH SIDE

0' - 11 5/8"0' - 3 1/8"

1' - 2 3/4"

OVERHEAD SECTIONAL DOOR

C8X11.5 CHANNEL

CONTINUOUS #5 STEEL

REINFORCEMENT

NOM. 12" CMU. GROUT CELLS SOLID

AT VERTICAL REINFORCEMENT.

1" FLUSH METAL WALL PANEL

2" RIGID INSULATION

BRICK WAINSCOT BELOW.

EXTEND TO FACE OF METAL

WALL PANEL BELOW.

PRE-FINISHED CORNER

FLASHING.

PRE-FINISHED J CHANNEL.

1" METAL WALL PANEL.

CONTINUOUS C-CHANNEL

PRE-FINISHED J CHANNEL.

CONTINUOUS C-CHANNEL

PROVIDE CONTINUOUS

4"X4"X3/8" GALVANIZED STEEL

ANGLE

OVERHEAD SECTIONAL DOOR

3/4" DIA. EXPANSION BOLT AT 16"

O.C. W/ 5" MIN. EMBEDMENT DEPTH.

6" DIA. STEEL BOLLARD, FILLED W/

CONCRETE. PROVIDE PLASTIC

SLEEVE COVER. SEE DETAIL 12/C-501

0' - 11 5/8"

1' - 6"

0' - 6 3/8"

0' - 11"

ELE.

TOP OF SLAB

0' - 0"

OVERHEAD SECTIONAL DOOR

2" RIGID INSULATION

CONTINUOUS FOUNDATION WALL

6" #57 COMPACTED STONE

TURN CONCRETE SLAB DOWN AT

DOOR OPENING

8" REINFORCED CONCRETE SLAB

6" REINFORCED CONCRETE SLAB.

SLOPE 2 % MIN. AWAY FROM

BUILDING. SEE CIVIL PLANS.

JOINT FILLER AND SEALANT

PRE-FINISHED J CHANNEL

LINE OF BRICK VENEER WAINSCOT

BEYOND.

1" FLUSH WALL PANEL

PRE-FINISHED J CHANNEL

CONTINUOUS BACKER ROD AND

SEALANT.

1' - 6"

0' - 3 1/4" 1' - 2 3/4"

"0

1' - 8"

1' - 6" 0' - 2"

3/8"X7"X6" GALVANIZED STEEL BENT

PLATE. BEAR A MIN. OF 8" EACH

SIDE.

RUNNING BOND BRICK VENEER

NOM. 8 CMU - GROUT CELLS SOLID

AT VERTICAL REINFORCMENT

8X16 REINFORCED PERCAST LINTEL.

BEAR 8" MIN. EACH SIDE

WALL FLASHING W/ END DAMS AND

WEEP HOLES @ 16" O.C.

CONTINUOUS #5 STEEL

REINFORCEMENT

1 3/4" AIR SPACE

2" RIGID INSULATION

TOP OF MASONRY OPENING

ELE. 8' - 0"

0' - 3 5/8" 0' - 7 5/8"0' - 3 3/4"

1' - 3"

3/4" DIA. EXPANSION BOLT AT 16"

O.C. W/ 5" MIN. EMBEDMENT DEPTH.

OVERHEAD COILING DOOR

1' - 4 1/2" +/-

0' - 7 5/8"0' - 3 3/4"

1' - 3"

RUNNING BOND BRICK VENEER

1 3/4" AIR SPACE

2" RIGID INSULATION

CONTINUOUS #5 STEEL

REINFORCEMENT

OVERHEAD COILING DOOR

6" DIA. STEEL BOLLARD, FILLED W/

CONCRETE. PROVIDE PLASTIC

SLEEVE COVER. SEE DETAIL 12/C-501

NOM. 8" CMU. GROUT CELLS SOLID

AT VERTICAL REINFORCEMENT.

0' - 3 5/8"

RETURN BRICK VENEER

COILING DOOR GUIDE AND

MOUNTING BRACKET AS

RECOMMENDED BY COILING DOOR

MANUFACTURER.

ELE.

FIRST FLOOR PLAN

0' - 0"

OVERHEAD COILING DOOR

1' - 3" 0' - 4 1/2"

1' - 7 1/2"

CONTINUOUS FOUNDATION WALL

6" REINFORCED CONCRETE SLAB

6" #57 COMPACTED STONE

6" REINFORCED CONCRETE SLAB.

SLOPE 2 % MIN. AWAY FROM

BUILDING. SEE CIVIL PLANS.

1' - 3"

SOLID CORE FLUSH WOOD DOOR

WITH STEEL FRAME. GROUT FRAME

SOLID. SEE DOOR SCHEDULE.

NOM. 8" BULLNOSE CONTINUOUS

BOND BEAM W/ (2) #5

REINFORCEMENT BARS. BEAR A MIN.

OF 8" EACH SIDE. SEE LINTEL

SCHEDULE.

CONTINUOUS BACKER ROD AND

SEALANT. EACH SIDE

NOM. 8" CMU - GROUT CELLS SOLID

AT VERTICAL REINFORCEMENT

TOP OF MASONRY OPENING

ELE. 7' - 4"

NOM.

0' - 6 3/4"0' - 0 5/8" 0' - 0 5/8"

0' - 8"

0' - 6 3/4"

SOLID CORE FLUSH WOOD DOOR

WITH STEEL FRAME. GROUT FRAME

SOLID. SEE DOOR SCHEDULE.

CONTINUOUS #5 STEEL

REINFORCEMENT

NOM. 8" BULLNOSE CMU. GROUT

CELLS SOLID AT VERTICAL

REINFORCEMENT.

CONTINUOUS BACKER ROD AND

SEALANT. EACH SIDE

0' - 8"

NOM.

0' - 0 5/8" 0' - 0 5/8"

ELE.

FIRST FLOOR PLAN

0' - 0"

6" REINFORCED CONCRETE SLAB

SOLID CORE FLUSH WOOD DOOR

WITH STEEL FRAME. GROUT FRAME

SOLID. SEE DOOR SCHEDULE.

4" VINYL COVE BASE.

PROVIDE TRANSITION STRIP OR

STONE THRESHOLD CENTERED

UNDER DOOR BETWEEN ROOMS

INDICATED WITH DIFFERENT FLOOR

FINISH. SEE FINISH SCHEDULE.

0' - 0 5/8" 0' - 6 3/4" 0' - 0 5/8"

0' - 8"

NOM.

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A L L R

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SCALE:

SHEET NO.

DATE:

N O

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A-2-503

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JULY 29, 2008

A R

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-2

SCALE: 1 1/2" = 1'-0"

DOOR HEAD DETAIL "A"

SCALE: 1 1/2" = 1'-0"

DOOR JAMB DETAIL "B"

SCALE: 1 1/2" = 1'-0"

DOOR SILL DETAIL "C"

SCALE: 1 1/2" = 1'-0"

DOOR HEAD DETAIL "D"

SCALE: 1 1/2" = 1'-0"

DOOR JAMB DETAIL "E"

SCALE: 1 1/2" = 1'-0"

DOOR SILL DETAIL "F"

SCALE: 1 1/2" = 1'-0"

DOOR HEAD DETAIL "G"

SCALE: 1 1/2" = 1'-0"

DOOR JAMB DETAIL "H"

SCALE: 1 1/2" = 1'-0"

DOOR SILL DETAIL "I"

SCALE: 1 1/2" = 1'-0"

DOOR HEAD DETAIL "J"

SCALE: 1 1/2" = 1'-0"

DOOR JAMB DETAIL "K"

SCALE: 1 1/2" = 1'-0"

DOOR SILL DETAIL "L"

SCALE: 1 1/2" = 1'-0"

DOOR HEAD DETAIL "M"

SCALE: 1 1/2" = 1'-0"

DOOR JAMB DETAIL "N"

SCALE: 1 1/2" = 1'-0"

DOOR SILL DETAIL "O"