60040189.pdf

PRECAST CONCRETE

BALCONY

REMOVE EXISTING

SEALANT AND BACKER

ROD. PREPARE JOINT

FOR NEW SEALANT AND

BACKER ROD. PROVIDE

NEW SEALANT AND

BACKER ROD

EXISTING CONCRETE

OUTRIGGER

± 1/2"

COMPRESSIBLE

MODULAR SEAL

STAINLESS STEEL

ESCUTCHEON

EXTERIOR WALL

SCHEDULE 40 CAST

IRON SLEEVE

PIPE

STAINLESS

STEEL

ESCUTCHEON

CLOSED CELL FOAM

INSULATION

NOTES

1. PIPE INSULATION, WHERE REQUIRED, SHALL PASS AT FULL

COVERAGE AND THICKNESS THROUGH SLEEVES.

2. COMPRESSIBLE MODULAR SEAL SHALL BE INSTALLED AT THE

CENTERLINE OF THE WALL FOR PIPE PENETRATIONS AT

INTERIOR WALLS

RESILIENT BASE AS

SCHEDULED

EXPANSION JOINT SEALANT

EXISTING CONCRETE

MASONRY WALL

EXISTING SLAB (1ST FLOOR)

OR CONCRETE PLANKS (2ND

& 3RD FLOORS)

EXTENT OF FLOORING

EXISTING PREFABRICATED

EXPANSION JOINT SEAL

CONTINUOUS

EXISTING EXPANSION

JOINT WIDTH, FIELD

VERIFY

PAINT ANGLES

WHERE

EXPOSED TO

VIEW

EXISTING PRECAST CONCRETE

PLANK

(2) L4x4x3/8 x 1'-0" AT 10'-0" ON

CENTER MAXIMUM AND

ATTACHED TO DECK DOWN

FLUTES WITH (2) 3/4" ø

EXPANSION ANCHORS - MINIMUM

(2) PER WALL, TYPICAL EACH

SIDE OF WALL. DO NOT ATTACH

TO WALL

NEW CONCRETE MASONRY

WALL PER PLAN

3"x3"x FULL HEIGHT OF

WALL STAINLESS STEEL

ANGLE - FASTEN TO

INTERIOR WALL ONLY

± 3/4"

BACKER ROD

SEALANT

STEEL SLEEVE

STEEL PLATES SHALL

BE FULLY WELDED AT

ALL INTERSECTIONS

DUCT SLEEVE TO BE

CONSTRUCTED OF 1/2"

STEEL PLATE, WELDED IN A

RECTANGULAR 4 SIDED

SLEEVE AS SHOWN, SIZED

TO ACCOMMODATE

SPECIFIC DUCTS SPECIFIED

ON THE MECHANICAL

PLANS, INCLUDING DUCT

INSULATION WHERE IT IS

CALLED FOR

NOTE: WHERE DUCT

SLEEVES EXIST, REMOVE

EXISTING DUCT SLEEVES

AND PROVIDE NEW

SLEEVES AS DETAILED.

TOP OF EXISTING LOAD BEARING

WALL. WHERE CONCRETE PLANK

FLOOR OR ROOF PLANKS BEAR

NOTE: AT THIRD FLOOR WALLS,

PENETRATION OCCURS THROUGH

POURED CONCRETE WALL CAP

WITH SLOPED TOP (TO ESTABLISH

PITCH); TOP MEMBER OF STEEL

SLEEVE SHALL BE PARALLEL TO

ROOF PITCH AT THESE

LOCATIONS

NOTE: POURED CONCRETE WALL

CAP AT THIRD FLOOR CONTAINS

STEEL REINFORCING

CONTRACTOR SHALL PROVIDE WELDED STEEL PLATE DUCT SLEEVES AT ALL LOCATIONS WHERE DUCTWORK PASSES THROUGH LOAD BEARING WALLS. AT MOST LOCATIONS, PENETRATIONS THROUGH WALLS EXIST, AND EXISTING PENETRATIONS SHALL BE ENLARGED WHERE REQUIRED TO ACCOMMODATE NEW DUCTWORK SIZES

NOTE: SLEEVES ARE ONLY REQUIRED WHERE DUCTS PENETRATE LOAD BEARING WALLS. ALL 8" CONCRETE MASONRY WALLS AND 6" CONCRETE MASONRY MECHANICAL CHASE WALLS SHALL BE CONSIDERED TO BE

LOAD BEARING, ALL OTHER WALLS SHALL BE CONSIDERED TO BE NON-LOAD BEARING

NOTE: SEE SHEET A-401, KEYNOTE

#14 FOR ADDITIONAL INFORMATION

NEW OPENING FOR HVAC

DUCT. VERIFY SIZE WITH

MECHANICAL DRAWINGS

3/4" ⌀ BOLT (TYPICAL) WITH 1"

WASHERS AND NUTS TO UPPER

SIDE NO MORE THAN 12" ON CENTER

5" x 5/8" STEEL PLATE -

LENGTH TO MATCH ANGLE

CONCRETE PLANK

5" x 5" x 5/8" STEEL ANGLE -

LENGTH = OPENING SIZE

PLUS 3'-0" MOUNTED ON

UPPER SIDE OF CONCRETE

PLANK

NEW OPENING FOR

HVAC DUCT. VERIFY

SIZE WITH

MECHANICAL

DRAWINGS

CONCRETE PLANK JOINT -

ORIENT ANGLE AND PLATE

PERPENDICULAR TO PLANK

JOINT

LOCATE OPENING TO

ENSURE A SINGLE PLANK IS

CUT FOR OPENING

5/8"⌀ BOLT 12" ON CENTER

MAXIMUM. FIRST BOLTS 2"

FROM EACH END (TYPICAL)

WITH 1" WASHERS AND

NUTS ON EACH UPPER SIDE

5" x 5/8" STEEL PLATE -

LENGTH TO MATCH ANGLE

9"

O P

E N

IN

G

S

IZ

E V

A R

IE

S

9"

SECTION

PLAN

EXISTING BRICK MASONRY WALL

PRECAST CONCRETE BALCONY

OR CONCRETE SLAB ON GRADE

REMOVE EXISTING SEALANT AND

BACKER ROD. PREPARE JOINT

FOR NEW SEALANT AND BACKER

ROD. PROVIDE NEW SEALANT

AND BACKER ROD

3/8"

D E

P

TH

3/ 8"

TOOL A CONCAVE

JOINT PROFILE

SILICONE

SEALANT

BACKER ROD

3/8"

TOOL A CONCAVE

JOINT PROFILE

SILICONE

SEALANT

BACKER ROD

D E

P

TH

3/ 8"

CORNER

A

WALL

B

1' -0

1'-6"

1'-6"

7"

CHAMFER LEADING

EDGE OF BRACKET

ANGLES

3/4" DIAMETER RUNGS

2 1/2" X 3/8" FLAT BAR RAILS

CATWALK SURFACE

NOTES:

1. LADDER MUST CONFORM TO OSHA AND OTHER APPLICABLE REGULATORY REQUIREMENTS

2. PREPARED, PRIMED AND PAINT

3. COORDINATE LADDER HEIGHT WITH INSTALLATION LOCATION

PLANELEVATION

EXISTING TRUSSES

2'-8"ATTACH AT CATWALK FLOOR

AND ROOF STRUCTURE PER

MANUFACTURERS

RECOMMENDATIONS

6" WIDE x 6" DEEP GUTTER

CONTINUOUS PREFINISHED METAL

DRIP EDGE TRIM

EXISTING SHEET METAL FASCIA

EXISTING WOOD TRUSS FRAMED ROOF

OVER EXISTING PRECAST CONCRETE

CEILING

STANDING SEAM METAL ROOF

EXISTING ROOF SHEATHING TO REMAIN.

REMOVE DAMAGED SHEATHING AND

REPLACE WITH 3/4" PLYWOOD TO MATCH

EXISTING

ICE AND WATER SHIELD

FASCIA AND GUTTER BEYOND

6" WIDE x 6" DEEP

GUTTER WITH 4"

DOWNSPOUT LEADER

CONTINUOUS PREFINISHED

METAL DRIP EDGE TRIM

SHEET METAL FLASHING

EXISTING WOOD TRUSS

FRAMED ROOF OVER

EXISTING PRECAST

CONCRETE CEILING

STANDING SEAM METAL ROOF

EXISTING ROOF SHEATHING

TO REMAIN. REMOVE

DAMAGED SHEATHING AND

REPLACE WITH 3/4" PLYWOOD

TO MATCH EXISTING

ICE AND WATER SHIELD

ISOMETRIC VIEW

SIDE VIEW

FALL PROTECTION

HORIZONTAL RAIL

CARRIAGE ASSEMBLY

WITH TIE OFF LOCATION

PER MANUFACTURERS

STANDARD DETAILS

- SEE SPECIFICATIONS

SHACKLE

BODY

WHEEL

ISOMETRIC VIEW

SIDE VIEW

FALL PROTECTION

HORIZONTAL RAIL PER

MANUFACTURERS

STANDARD DETAILS -

SEE SPECIFICATIONS

1'-4"

ANCHOR BASEPLATE

SINGLE POINT EYE

BASEPLATE CLAMPS

ATTACHED TO STANDING

SEAM METAL ROOF

STANDING SEAM

METAL ROOF

TOP VIEW SIDE VIEW

F ile

P ri n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

N

OI

TA

RO

PR

OC

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R e p a ir B

E Q

A S

\2

D e s ig n \2

D w g s \2

A

R C

H

.r v t

/2

/2

:2

:3

A

M

A-503

JAS

DJE,III

JENNI REED

JAS

REPAIR BEQ AS4212

DETAILS

60040189 N40085-23-B-0035

11 JUNE 2024

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

B2

CONSTRUCTION JOINT DETAILS

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

E1

PIPE PENETRATION DETAIL

SCALE: 3" = 1'-0"

A2

BUILDING EXPANSION JOINT DETAIL

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

E2

CMU WALL BRACING DETAIL

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

B4

PLAN DETAIL - EXPANSION JOINT

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

C1

DUCT SLEEVE DETAIL

SCALE: 3/4" = 1'-0"

A1

HVAC FLOOR OPENING DETAIL

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

E4

CONSTRUCTION JOINT DETAIL

SCALE: 1" = 1"

A4

SEALANT POCKET DETAILS

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

2' 0 1' 2' 4'

GRAPHIC SCALE: 3/4"=1'-0"

1' 0 1' 2' 3'

GRAPHIC SCALE: 1"=1'-0"

1' 0 1' 2'

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

1' 6" 3" 0 1'

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

C3

LADDER FABRICATION DETAIL

GRAPHIC SCALE: 3"=1'-0"

0 3" 6" 1'

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

B5

GUTTER DETAIL AT STAIR TOWER

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

B6

GUTTER DETAIL AT ENTRY

SCALE: 6" = 1'-0"

E5

FALL PROTECTION CARRIAGE ASSEMBLY

SCALE: 6" = 1'-0"

E6

FALL PROTECTION HORIZONTAL RAIL

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

D6

FALL PROTECTION SWING FALL ANCHOR

GRAPHIC SCALE: 6"=1'-0"

0 3" 6"

4 ROOFING AMENDMENT 07/25/2025