Page 1


56'2

56'2

56'2


%105647%6+10&4#9+0)5 CWVQ%#& GROUT PRECAST COPING. PROVIDE METAL CRAMP AT JOINTS REBARS CAP & BASE FLASHING

GROUT PRECAST COPING. PROVIDE METAL CRAMP AT JOINTS REBARS CAP & BASE FLASHING

CANT STRIP 2" RIGID INSULATION 1" GRAVEL

#4 REBAR 2'-0" LENGTH (TYP) GROUT 4" BEARING SURFACE BOND BEAM REBARS 1-1/2" FURRING STRIPS@16" O.C. 5 8"

TYPE X GYPSUM BOARD

12" CMU 12" CMU 1-1/2" FURRING STRIPS@16" O.C. JOINT REINFORCEMENT @24" O.C. 2" CONCRETE TOPPING FINISH FLOORING

#4 REBAR 2'-0" LENGTH (TYP) GROUT 5 8"

TYPE X GYPSUM BOARD

BOND BEAM

REBARS

CANT STRIP 2" RIGID INSULATION 1" GRAVEL

12" CMU 1-1/2" FURRING STRIPS@16" O.C. JOINT REINFORCEMENT @24" O.C. 2" CONCRETE TOPPING FINISH FLOORING

#4 REBAR 2'-0" LENGTH (TYP) GROUT 4" BEARING SURFACE BOND BEAM REBARS 1-1/2" FURRING STRIPS@16" O.C.

#4 REBAR 2'-0" LENGTH (TYP) GROUT

5 8"

TYPE X GYPSUM BOARD

12" CMU

5 8"

REBARS

3 BEARING WALL AT FLOOR SCALE:1"=1'

2 BEARING WALL AT PARAPET SCALE:1"=1' 12" CMU 5 8"

TYPE X GYPSUM BOARD

JOINT REINFORCEMENT @24" O.C. 2" CONCRETE TOPPING FINISH FLOORING

8" CMU JOINT REINFORCEMENT @ 24" O.C. 2" INSULATION 4" CMU ON EXTERIOR WALL

12" CMU 5 8"

TYPE X GYPSUM BOARD

JOINT REINFORCEMENT @24" O.C. 2" CONCRETE TOPPING FINISH FLOORING

TYPE X GYPSUM BOARD

BOND BEAM

#4 REBAR 2'-0" LENGTH (TYP) GROUT

Visual Scale

FINISH FLOORING 1"X41"X18" ANCHOR PL. @6'-0" O.C. AT CMU METAL TIES @18" O.C.

FOUNDATION WALL

3"X3"X41" PL. ANCHORS @ 6'-0' O.C.

#4 REBAR 2'-0" LENGTH (TYP) GROUT

WEEP HOLE @ 32" O.C. BOND BEAM 2" GAP FILLED WITH GRAVEL FLASHING METAL MESH (TO RESTRAIN GROUT)

FOUNDATION WALL

6" PRECAST CONCRETE PLANK PARALLEL TO WALL

New York City College of Technology City University Of New York 300 Jay St. Brooklyn NY 11201 Edwin Pena Exterior Wall Section & Details

1 SECTION THROUGH BEARING WALL SCALE:1"=1'

12

4 BEARING WALL AT FOUNDATION SCALE:1"=1'

5

WALL PARAPET TO CONCRETE PLANK SCALE:1"=1'

Arch 2300 - Fall 2011 Prof. Mishara December 20, 2011

A-2


%105647%6+10&4#9+0)5 CWVQ%#&

CORNER FACE BRICK REPLACEMENT W/ CONTROL JOINT

2

A-100

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

2

A-300

PARAPET COPING DETAIL SCALE: 1-1/2"=1'-0"

2" MIN.

PROJECT:

ARCH 4740 CITYTECH / PROFESSOR SIKKA / 2013 SPRING

DWG TITLE:

60 Seaman Ave. New York, NY 10040 SEAL & SIGNATURE

2

A-200

SILL DETAIL

DATE:

2012 13 03

PROJECT NO.

1230_A

DRAWING BY:

EDWIN PENA

CHK BY:

SCALE: 6"=1'-0"

DWG NO:

CADD FILE NO:

Prof. Sikka

A-200.00 PAGE:

2 of 2


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