60040376.pdf

EXISTING POURED IN PLACE REINFORCED

CONCRETE STAIR

PROVIDE RETROFIT STAIR TREAD/NOSING

MEMBER AT EACH EXISTING TREAD, INCLUDING

LANDINGS: PRE-DRILL ATTACHMENT HOLES AND

SCREW TREADS INTO EXISTING CONCRETE

EXISTING STEEL NOSING

TO REMAIN

3/

8"

9"

NO SEALANT

BETWEEN GUTTER

AND COVER TRIM

NO PENETRATIONS

BELOW NAILING

LINE

SILICONE SEALANT

1" MINIMUM OR IN

ACCORDANCE WITH

SMACNA RECOMMENDED

ASSEMBLY DETAILS

NOTES:

1. PROVIDE EXPANSION JOINTS AT 35'-0" INTERVALS, MAX.

2. TYPICAL GUTTER DIMENSIONS TO BE 6" x 6"

12"W x 12"H ACCESS DOOR

BEYOND

TYPICAL DRYER VENT: SEE

MECHANICAL DRAWINGS

HOT DIPPED GALVANIZED

SHEET METAL PLENUM BOX

FASTEN PLENUM BOX TO

LOUVER FRAME WITH

FASTENERS T 8" ON

CENTER, ENTIRE

PERIMETER

EXISTING CONCRETE

MASONRY WALL BEYOND

REMOVE/REINSTALL (6)

COURSES OF EXISTING

BRICK MASONRY TO

INSTALL LINTEL

HOT DIPPED

GALVANIZED STEEL

ANGLE LINTEL - SEE

STRUCTURAL

PLANS

SEALANT ENTIRE

PERIMETER, BOTH

SIDES

LOUVER WITH

INSECT SCREEN -

SEE LOUVER

ELEVATION

INVERTED 8"

CONCRETE

MASONRY LINTEL

BLOCK

LOUVER WITH

INSECT SCREEN -

SEE LOUVER

ELEVATION

INSULATED STEEL

PANEL

8"

VERIFY

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

VERIFY

3'-0 1/2"

2'-0"

VERIFY

12'-8" 2'-0"

ALIGN GUARDRAIL

RETURN WITH

EXISTING GUARDRAIL

EXISTING GUARDRAIL

TO REMAIN, TYP.

GUARDRAIL

BASEPLATE WELDED

TO EXISTING STEEL

PLATE, SEE DETAILS

EXISTING BALCONY

EDGE

EXISTING STEEL EMBED PLATES.

FIELD VERIFY AND COORDINATE

LOCATIONS PRIOR TO

MANUFACTURING GUARDRAIL

EQ EQ

RETURN GUARDRAIL

TO WITHIN 4" FROM

EXISTING AND

PROVIDE PICKET TO

CLOSE GAP

EXISTING GUARDRAIL

TO REMAIN, TYP.

6" x 6" TUBE

STEEL

DOWNSPOUT,

TYP.

A4

A-504

A5

A-504

1/

2" 6"

1" 2'

-5

/2

1" 3"

3' -6

STEEL HANDRAIL, 0.188 THK.

WELD ALL JOINTS

2" SQUARE X .25" STEEL

BALUSTER

1-1/2" x 1" x 0.12" STEEL

INTERMEDIATE RAIL

WELD ALL FOUR SIDES

3/4" SQUARE STEEL PICKET

@ 4" ON CENTER (MAX.)

1/2" x 1-1/2" STEEL

HORIZONTAL BRACE -

WELD TO EACH PICKET

AND TO POSTS

1-1/2" x 1" x 0.12" STEEL

BOTTOM HORIZONTAL RAIL.

WELD 1/4" x 2-1/2"

CONTINUOUS STEEL FLAT

BAR TO RAIL

STEEL BASE PLATE. SEE

STRUCTURAL

FIELD WELD GUARDRAIL

TO EXISTING METAL PLATE

(FORMER CONCRETE

GUARDRAIL WELD PLATE)

WITH CONTINUOUS 1/8"

FILLET WELD

NOTES:

1. ALL GUARDRAIL STEEL TO BE GALVANIZED

2. ALL WELDS TO BE CONTINUOUS AROUND FULL

PERIMETER OF JOINT

3. ALL WELDS TO BE GROUND SMOOTH AND

GALVANIZED

(4) 5/16" THROUGH

BOLTS, TYP.

NOTE: SEE A4/A-504 FOR TYPICAL GUARDRAIL NOTES

1/4" STEEL PLATE, TOP

AND BOTTOM

VERIFY

2'-8" 4 1/2" 3'-0" 3'-0" 4 1/2"

VERIFY

2'-8"

2'-0"

VERIFY

12'-8" 2'-0"

EQ EQ

A4

A-504

A5

A-504

REMOVABLE GUARDRAIL

SECTION

NOTE: SEE A1/A504 FOR

TYPICAL GUARDRAIL NOTES

3' -6

3' -0

(M

A X

4"

3"

3 3/4"

1 1/4" STANDARD PIPE

NEWEL POSTS, 5'-0" ON

CENTER MAX

1 1/4" STANDARD PIPE

1" GALVANIZED BAR

GRATE STAIR TREAD

5/8" DIAMETER BRACKET

AT EACH POST

1 1/4" STANDARD PIPE

NOTES:

1. 1 1/4" STANDARD PIPE HAS A 1 5/8" OUTSIDE DIAMETER

2. WELDS ARE CONTINUOUS AND MUST BE GROUND SMOOTH. SPOT OR TACK

WELDS ARE NOT ACCEPTABLE UNLESS SPECIFICALLY NOTED OTHERWISE

CONTINUOUS FILLET

WELD BOTH SIDES.

GRIND SMOOTH.

TYPICAL AT TOP AND

BOTTOM CHANNELS

MC 12 X 10.6 STAIR

STRINGERS, TYPICAL

E Q

E Q

E Q

E Q

5"

3' -6

3'-0" 3'-0"

6'-0" (MAX)

GUARD, FABRICATED OF 1 1/2"

DIAMETER GALVANIZED STEEL PIPES

SPACED TO RESTRICT THE PASSAGE

OF A 1'-9" DIAMETER SPHERE

FACE MOUNTED

GALVANIZED SLEEVE

SECURED TO LEDGER

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

H P

\2

D e s ig n \2

D w g s \2

A

R C

H

.r v t

/1

/2

:0 :2

P

M

A-504

Approver

JAS

DJE,III

MORGAN HUNTER

JAS

REPAIR BEQ HP505

DETAILS

60040376 N40085-23-B-0034

29 MAY 2024

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

D5

STAIR RETREAD DETAIL

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

C5

GUTTER EXPANSION JOINT DETAIL

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

C1

LAUNDRY LOUVER SECTION

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

A1

GUARDRAIL PLAN

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

A4

GUARDRAIL DETAIL - BASE PLATE

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

A5

GUARDRAIL DETAIL - THROUGH BOLT

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

1' 0 1' 2' 3'

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

1' 6" 3" 0 1'

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

B1

GUARDRAIL PLAN - REMOVABLE PANEL

1 ADDENDUM 01 01.17.25

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

B6

STAIR RAILING SECTION

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

D6

GUARD DETAIL