A511.pdf

A511 SCALE:1 1/2"=1'-0"

DETAIL

D.9

DETAIL

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

A511

DETAIL

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

A511DETAIL

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

A511

DETAIL

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

A511

DETAIL

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

A511

DETAIL

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

A511

2' -8

2' -8

2"

2" 5" 1"2"

3" 1'-

9" 2"

6"

2" 5" 1"2"

3" 1'-

9" 2"

6" 1"2"

EQ

SP

AC

ES

2' -8

2"

3"

7 1/2"

4 1/8"

2" 6"

6"7 5/8"

1'-1 1/4"

3/

8"

1"

2' -8

1'- 4"

2"

1/2"

2"

1'-4 1/4" 1/2"

8" 2"

1'-6"

7 5/8" 6"

1'-4 1/4"

2" 5" 1"2"

5/8" 2" 7 5/8" 6" 4"

3" 1'-

9" 2"

1/

2" 1/

2"

2' -8

SHT MET-3 COPING WITH CLEATS

TREATED WOOD BLOCKING

CONDITION @ HIGH POINT

SPR-1 ROOF MEMBRANE ON SLOPING 8"

PRECAST CORE PLANK. GROUT PLANK JOINTS

TO ALIGN SMOOTH TRANSITION. PROVIDE

APPROVED REINFORCING @ JOINTS

SOLID PRECAST PLANK @ BEARING

PRECAST PANEL CONDITION

APC-1 PANEL SECURE TO PRECAST PLANK

FILL WITH SAFING INSULATION

INSUL-21

PAVER-1 BALLAST PAVER

INSUL-1

MS-1 PERFORATED METAL SOFFIT

CONTINUOUS DRIP GROOVE

ALUMINUM STOREFRONT PER SCHEDULE

EXT GYB SHEATHING ON METAL STUD FRAMING

RADIANT CEILING PANEL SEE MECH DRWGS

STAINLESS STEEL PIPE & CABLE RAILING SYSTEM

MET-2 PAINTED RAIL PLATE POST WELD TO

APC-1 EMBED PLATE TYPICAL

MINUMUM 2" CONCRETE TOPPING @ FLOOR DRAIN

CONCRETE SEALER, TYP @ BALCONY

ALUMINUM STOREFRONT PER SCHEDULE

1/2" PREFORMED COMPRESSABLE FILLER WITH

1/2" DEEP SEALANT

TWO PIECE METAL

PREFORMED ALUMINUM STOOL

INSUL-15

BALCONY FLOOR DRAIN SEE PLUMBING DRWGS

CONCRETE CURB

SOLID PRECAST CONCRETE PLANK @ BALCONY

EXTERIOR GYB SHEATHING ON METAL STUD

FRAMING

STEEL ANGLE STOREFRONT SUPPORT BRACING

SECURE WITH SLOTTED CONNECTION TO ALLOW

FOR VERTICAL MOVEMENT & ANTICIPATED

DEFLECTION

RADIANT CEILING PANEL

GYB BD BULKHEAD ON METAL STUD FRAMING

MS-1 PERFORATED METAL SOFFIT

SHT MET-3 PREFORMED METAL COPING

TREATED WOOD BLOCKING

BOND BEAM

FULLY ADHERED MEMBRANE FLASHING

TURN UP UNDER COPING

LATERAL ANCHOR CONNECTION @ CMU

WALL BACK-UP TO PRECAST CONCRETE

ROOF END PLANK. SEE STRUCTURAL DETAILS

THRU WALL FLASHING WITH WEEPS @ 24"OC

GALVANIZED LOOSE LINTEL ANGLE PER SCHEDULE .

PAINT ALL EXPOSED SURFACES TO MATCH

BRICK OR CMU-5

BOND BEAM PER SCHEDULE SEE STRUCT.

PREFAB ALUMINUM BLIND POCKET

PRECAST CONCRETE CORE PLANK VARIES

WITH 1/2"/FT SLOPE @ ROOF

SUSPENDED FINISH CEILING @ TOP FLOOR

CONTINUOUS SPONGE TUBING, TYPICAL CONTINUOUS SPONGE TUBING, TYPICAL

NOTE:

PRECAST PANEL CONNECTION DETAILS SHOWN

ARE SCHEMATIC. PRECAST MANUFACTURER

SHALL DESIGN ALL CONNECTION DETAILS

ALL RELATED TRADES SHALL COORDINATE

WITH PRECAST CONNECTIONS & DIMENSIONS

CAST STONE CONCRETE SILL TYPICAL @

ALL WINDOW OPENINGS

PREFAB ALUMINUM STOOL WITH FINISH TO

BE SAME AS WINDOW FRAME.

CONTINUOUS SILL FLASHING WITH WEEPHOLES

@ 24" OC. MINIMUM 2 PER OPENING. TURN

FLASHING @ JAMB TO FORM END DAMS,TYP.

BASE & FINISH FLOOR PER SCHEDULE

2" CONCRETE TOPPING ON 8" PRECAST

CONCRETE HOLLOW CORE PLANK

TEXTURED APPLIED FINISH TO UNDERSIDE

OF PC FLOOR PLANK. SEE FINISH SCHEDULE

SEALANT & METAL EDGE BEAD , TYP.

BOND BEAM LINTEL PER SCHEDULE

CONCRETE FILL END TO CAST ADJUSTABLE

CONCRETE INSERT @ 24" OC MAXIMUM

SPACING,TYPICAL UNLESS NOTED OTHERWISE.

SEE STRUCT. FOR DETAILS & NOTES.

SPECIAL SHELF BRICK UNIT @ SHELF ANGLE,TYP.

THRU-WALL FLASHING WITH WEEPS @ 24" OC

SEALANT & FOAM BACKER ROD

COMPRESSABLE FILLER UNDER ANGLE

5"X5"X3/8" GALVANIZED SHELF ANGLE

SLOPE STEEL STRUCTURE 1/2"/FT

SPR-2 MECHANICALLY ATTACHED

SHT MET-3 GRAVEL STOP

TREATED WOOD BLOCKING

SEALANT

MECHANICAL ROOM

LATERAL MASONRY ANCHORAGE

@ 16"OC HORIZONTAL SECURE

TO STEEL BEAM

HORIZONTAL JOINT REINFORCEMENT

@ 16" OC VERTICAL

BITUMINUOUS DAMPPROOFING

STEEL BEAM W/FP

10" PRECAST HOLLOW CORE

CONCRETE PLANKS @ MECHANICAL

ROOM FLOOR

INSUL-22 SOUND ATTENUATION

SUSPENDED FINISH CEILING

BRICK VENEER BEAR ON APC-1

SOFT JOINT

SPECIAL BRICK SHELF UNIT

SEE 4/A511 FOR TYP. NOTES

SOLID PC END PLANK

TO RECEIVE PRECAST

PANEL(APC-1)\

FILL WITH SAFING

INSUL-15

PLS-11

CONTNUOUS DRIP GROOVE

VAPOR BARRIER

3" 1" M

IN

4"

4"

SEE 4/A511 FOR SIMILAR NOTES

(MINIMUM STC=50 TYP.)

/3

2"

#4@24" O.C.VERT REINF.

WELD TO W21X122

O.C.3X3X1/4" GALV.

KICKERS-COORD.

STEEL BEAM

W/PC CORE MANUF.

COORDINATE WITH

APC-1 CONNECTION

SUPPORTS

STL BEAM

6 3/16"CL

/3

2"

2' -8

3 13/16"

7 5/8"

1" 1'-

/3

2"

1'- 6"

6"

7"

3/

STL BEAM

CL

1'- 6"

STL BEAM

3/

CL

11"

6"

D5

D8.5

DA

D6

D5

SIM

SIM

DB

SIM

DB

D8

XX

AXXX

SECTION DETAIL

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

XX

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

PLAN DETAIL XX

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

PLAN DETAIL

5 1/4"

6" 2"

MEZZ FIN FL.

+317'-4"

2" CONC. TOPPING

W21X122 STEEL BEAM

WITH SFP

2-3/4" DIA. 1'-4" LONG

ANCHOR BOLTS TYP.

AT EACH END OF

STEEL BEAM

1 11/32" NON SHRINK

GROUT

8" CMU BEARING WALL W/

4#5 VERTICAL REINF.

IN 24" LENGHT OF WALL

ENDS, TYP. @ COLS. DA&D5,

DA&D6, DB&D8.5

7"X18"X1" THICK BEARING

PLATE ON NON SHRINK

GROUT

DRY PACK W/NON SHRINK GROUT

AT VOIDS, TYP.

PC CORE PLANK

WHERE OCCURS

8" BEARING CMU

2-3/4" DIA. 1'-4" LONG

ANCHOR BOLTS TYP.

AT EACH END OF

STEEL BEAM

WHERE OCCURS

PC CORE PLANK

7"X18"X1" THICK BEARING

PLATE ON NON SHRINK

GROUT

W21X122 STEEL BEAM

WITH SFP

FACE OF BRICK

2' -0

5 1/4"

11"X18"X1"THICK

BEARING PLATE,

TYP. AT COLS.

D8&DB, D7&DB.

CONTINUE VERT.

REINFORCING

BEYOND BEARING

PLATE.

12X24 CMU PILASTER

SEE DETAIL 7/S704

FOR REINFORCING

NOTES.

D7

SIM

FACE OF BRICK

ANCHOR BOLTS TYP.

2-3/4" DIA. 1'-4" LONG

AT EACH END OF

STEEL BEAM

AXXX

XX W21X122 STEEL BEAM

WITH SFP

STEEL SUPPORT @48"

STEEL ANGLE6X6X1/2" EMBED PLATE

W/2-3/4"DIA.X4"L STUDS.

6" PLATE WELD,TYP.

6"3" 3" 3"

3" 1"

3"

SLOPE 1/8"/FOOT MIN. TYPICAL @ BALCONY

A534

A534

WP-1 W/ PROTECTION BOARD

SILL FLASHING SET ON MASTIC

HPT BEYOND

A511 SCALE:1 1/2"=1'-0"

DETAIL

D.9

DETAIL

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

A511

DETAIL

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

A511DETAIL

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

A511

DETAIL

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

A511

DETAIL

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

A511

DETAIL

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

A511

2' -8

2' -8

2"

2" 5" 1"2"

3" 1'-

9" 2"

6"

2" 5" 1"2"

3" 1'-

9" 2"

6" 1"2"

EQ

SP

AC

ES

2' -8

2"

3"

7 1/2"

4 1/8"

2" 6"

6"7 5/8"

1'-1 1/4"

3/

8"

1"

2' -8

1'- 4"

2"

1/2"

2"

1'-4 1/4" 1/2"

8" 2"

1'-6"

7 5/8" 6"

1'-4 1/4"

2" 5" 1"2"

5/8" 2" 7 5/8" 6" 4"

3" 1'-

9" 2"

1/ 2"

1/ 2"

2' -8

SHT MET-3 COPING WITH CLEATS

TREATED WOOD BLOCKING

CONDITION @ HIGH POINT

SPR-1 ROOF MEMBRANE ON SLOPING 8"

PRECAST CORE PLANK. GROUT PLANK JOINTS

TO ALIGN SMOOTH TRANSITION. PROVIDE

APPROVED REINFORCING @ JOINTS

SOLID PRECAST PLANK @ BEARING

PRECAST PANEL CONDITION

APC-1 PANEL SECURE TO PRECAST PLANK

FILL WITH SAFING INSULATION

INSUL-21

PAVER-1 BALLAST PAVER

INSUL-1

MS-1 PERFORATED METAL SOFFIT

CONTINUOUS DRIP GROOVE

ALUMINUM STOREFRONT PER SCHEDULE

EXT GYB SHEATHING ON METAL STUD FRAMING

RADIANT CEILING PANEL SEE MECH DRWGS

STAINLESS STEEL PIPE & CABLE RAILING SYSTEM

MET-2 PAINTED RAIL PLATE POST WELD TO

APC-1 EMBED PLATE TYPICAL

MINUMUM 2" CONCRETE TOPPING @ FLOOR DRAIN

CONCRETE SEALER, TYP @ BALCONY

ALUMINUM STOREFRONT PER SCHEDULE

1/2" PREFORMED COMPRESSABLE FILLER WITH

1/2" DEEP SEALANT

TWO PIECE METAL

PREFORMED ALUMINUM STOOL

INSUL-15

BALCONY FLOOR DRAIN SEE PLUMBING DRWGS

CONCRETE CURB

SOLID PRECAST CONCRETE PLANK @ BALCONY

EXTERIOR GYB SHEATHING ON METAL STUD

FRAMING

STEEL ANGLE STOREFRONT SUPPORT BRACING

SECURE WITH SLOTTED CONNECTION TO ALLOW

FOR VERTICAL MOVEMENT & ANTICIPATED

DEFLECTION

RADIANT CEILING PANEL

GYB BD BULKHEAD ON METAL STUD FRAMING

MS-1 PERFORATED METAL SOFFIT

SHT MET-3 PREFORMED METAL COPING

TREATED WOOD BLOCKING

BOND BEAM

FULLY ADHERED MEMBRANE FLASHING

TURN UP UNDER COPING

LATERAL ANCHOR CONNECTION @ CMU

WALL BACK-UP TO PRECAST CONCRETE

ROOF END PLANK. SEE STRUCTURAL DETAILS

THRU WALL FLASHING WITH WEEPS @ 24"OC

GALVANIZED LOOSE LINTEL ANGLE PER SCHEDULE .

PAINT ALL EXPOSED SURFACES TO MATCH

BRICK OR CMU-5

BOND BEAM PER SCHEDULE SEE STRUCT.

PREFAB ALUMINUM BLIND POCKET

PRECAST CONCRETE CORE PLANK VARIES

WITH 1/2"/FT SLOPE @ ROOF

SUSPENDED FINISH CEILING @ TOP FLOOR

CONTINUOUS SPONGE TUBING, TYPICAL CONTINUOUS SPONGE TUBING, TYPICAL

NOTE:

PRECAST PANEL CONNECTION DETAILS SHOWN

ARE SCHEMATIC. PRECAST MANUFACTURER

SHALL DESIGN ALL CONNECTION DETAILS

ALL RELATED TRADES SHALL COORDINATE

WITH PRECAST CONNECTIONS & DIMENSIONS

CAST STONE CONCRETE SILL TYPICAL @

ALL WINDOW OPENINGS

PREFAB ALUMINUM STOOL WITH FINISH TO

BE SAME AS WINDOW FRAME.

CONTINUOUS SILL FLASHING WITH WEEPHOLES

@ 24" OC. MINIMUM 2 PER OPENING. TURN

FLASHING @ JAMB TO FORM END DAMS,TYP.

BASE & FINISH FLOOR PER SCHEDULE

2" CONCRETE TOPPING ON 8" PRECAST

CONCRETE HOLLOW CORE PLANK

TEXTURED APPLIED FINISH TO UNDERSIDE

OF PC FLOOR PLANK. SEE FINISH SCHEDULE

SEALANT & METAL EDGE BEAD , TYP.

BOND BEAM LINTEL PER SCHEDULE

CONCRETE FILL END TO CAST ADJUSTABLE

CONCRETE INSERT @ 24" OC MAXIMUM

SPACING,TYPICAL UNLESS NOTED OTHERWISE.

SEE STRUCT. FOR DETAILS & NOTES.

SPECIAL SHELF BRICK UNIT @ SHELF ANGLE,TYP.

THRU-WALL FLASHING WITH WEEPS @ 24" OC

SEALANT & FOAM BACKER ROD

COMPRESSABLE FILLER UNDER ANGLE

5"X5"X3/8" GALVANIZED SHELF ANGLE

SLOPE STEEL STRUCTURE 1/2"/FT

SPR-2 MECHANICALLY ATTACHED

SHT MET-3 GRAVEL STOP

TREATED WOOD BLOCKING

SEALANT

MECHANICAL ROOM

LATERAL MASONRY ANCHORAGE

@ 16"OC HORIZONTAL SECURE

TO STEEL BEAM

HORIZONTAL JOINT REINFORCEMENT

@ 16" OC VERTICAL

BITUMINUOUS DAMPPROOFING

STEEL BEAM W/FP

10" PRECAST HOLLOW CORE

CONCRETE PLANKS @ MECHANICAL

ROOM FLOOR

INSUL-22 SOUND ATTENUATION

SUSPENDED FINISH CEILING

BRICK VENEER BEAR ON APC-1

SOFT JOINT

SPECIAL BRICK SHELF UNIT

SEE 4/A511 FOR TYP. NOTES

SOLID PC END PLANK

TO RECEIVE PRECAST

PANEL(APC-1)\

FILL WITH SAFING

INSUL-15

PLS-11

CONTNUOUS DRIP GROOVE

VAPOR BARRIER

3" 1" M

IN

4"

4"

SEE 4/A511 FOR SIMILAR NOTES

(MINIMUM STC=50 TYP.)

/3

2"

#4@24" O.C.VERT REINF.

WELD TO W21X122

O.C.3X3X1/4" GALV.

KICKERS-COORD.

STEEL BEAM

W/PC CORE MANUF.

COORDINATE WITH

APC-1 CONNECTION

SUPPORTS

STL BEAM

6 3/16"CL

STEEL SUPPORT @48"

STEEL ANGLE6X6X1/2" EMBED PLATE

W/2-3/4"DIA.X4"L STUDS.

6" PLATE WELD,TYP.

6"3" 3" 3"

3" 1"

3"

SLOPE 1/8"/FOOT MIN. TYPICAL @ BALCONY

A534

A534

WP-1 W/ PROTECTION BOARD

SILL FLASHING SET ON MASTIC

HPT BEYOND

Washington, D.C. 20009 Comm Number 7782 921A

1875 Connecticut Ave. NW Suite 600

SUPV

SUBMITTED BY

TITLE

CHKDRWN

CH ENGR

408 404 40504B

D/M/YR

D/M/YRAPPROVED

APPROVED

EFD FOR COMMANDER, NAVFAC

D/M/YR

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

CHESAPEAKE DIVISION, WASHINGTON D.C.

SCALE SPEC SHEET 21-92-0193 OF

SIZE CODE IDENT NO.

Drug Enforcement Administration Justice Training CenterQuantico, Virginia

F 80091 CONSTR. CONTR. NO.

NAVFAC DRWING NUMBER

N62477-92-C-0193

E.I.C. 403 40204

09A 401

LTR

REVISION

DESCRIPTION DATE APPRV'D.

NS ACH

WMC CFK

CHIEF ARCHITECT

A511

3080632

GRAPHIC 86 329

EXTERIOR SECTIONAL DETAILS

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

1'9"6"0 3"

SCALE MUST BE USED.

REDUCTION, GRAPHIC

IF DRAWING IS A

CAUTION:

1 RFI#41 8/18/97

2 BULLETIN # 1 10/15/97

RECORD DRAWING November 14, 2002