PRARNG_EHMS_Camp Santiago_DWG S-503_Amendment 02_08-Mar-2024.pdf

7'-0" LONG BAR

TO MATCH HORIZ.

REINF SPACING

TO BE 2X HORZ.

REINF SPACING

ENCLOSE VERT

REINF WITHIN U-

STIRRUPS

TYP HORIZ. REINF

SEE PLAN

TYP VERT

REINF

SEE PLAN

CONTROL JOINT

(2) CURTAINS

CONTROL

JOINT

U-STIRRUPS ES OF

CONTROL JOINT.

SPACING TO MATCH

HORZ. REINF BUT NOT

TO EXCEED 8" OC

VERT SIZE TO MATCH

HORZ. REINF

PROV ADDL

VERT BARS

ENCLOSE VERT BAR

WITHIN STD HOOK

OF HORIZ REINF

CONTINUE EVERY OTHER

HORIZ REINF BAR THRU

CONTROL JOINT,

UNO

TYP VERT REINF

SEE PLAN

PROV ADDL

VERT BARS

CONTROL JOINT

(1) CURTAIN

TYPICAL CONCRETE WALL CONTROL JOINTS

U-STIRRUPS EA DIRECTION.

SPACING TO MATCH HORIZ

REINF BUT NOT TO EXCEED

8" OC

VERT SIZE TO MATCH HORIZ

REINF

(4) VERT REINF BARS

EA CORNER INSIDE

U-STIRRUPS

U-STIRRUP SPACING TO

MATCH HORIZ REINF BUT

NOT TO EXCEED 8" OC

VERT SIZE TO MATCH

HORIZ. REINF

VERT/ REINF INSIDE

HORIZ REINF ES,

SEE PLAN

(4) VERT REINF

BARS EA CORNER

INSIDE U-STIRRUP

CORNER

(2) CURTAINS

VERT REINF INSIDE

HORIZ REINF ES,

SEE PLAN

HORIZ REINF AT OUTER

FACE OF WALL ES,

SEE PLAN

HORIZ. REINF AT

OUTER FACE OF WALL

ES, SEE PLAN

"T" INTERSECTION

(2) CURTAINS

U-STIRRUP EA SPACING TO

MATCH HORIZ REINF BUT

NOT TO EXCEED 8" OC

VERT SIZE TO MATCH

HORIZ REINF

TYPICAL END OF WALL

PROVIDE ADDL

VERT BARS

HORIZ REINF AT

OUTER FACE OF

WALL ES,

SEE PLAN

VERT REINF INSIDE

HORIZ REINF ES,

SEE PLAN

STD. 900 HOOK

AT END

HORIZ. REINF

SEE PLAN

TYP VERT REINF

SEE PLAN

TYPICAL WALL INTERSECTIONS

TYP HORIZ. REINF

W/ STD 900 HOOK

AT CONTROL JOINT

CONTROL

JOINT

TYP CONTROL JOINT

3" = 1'-0"

1/4"

1/2"

CROSS TIE. MATCH

CLOSED TIE SIZE AND

SPACING.

CONSECUTIVE CROSS

TIES TO HAVE 900 END

ON OPP SIDES OF

COLUMN OR WALL

TYPICAL COLUMN AND WALL TIES

VERT REINF

(ILLUSTRATIVE ONLY)

PROV CROSS

TIE AT EA PAIR

OF VERT BARS

MORE THAN 6"

FROM CORNER

OF CLOSED TIE

CLOSED TIE AT

OUTER REINF

135.00°

TYPICAL CROSS TIE

135.00°

HORIZ. REINF AT

OUTER FACE OF

WALL ES,

SEE PLAN

(2) CURTAINS OF REINF

VERT REINF INSIDE

HORIZ. REINF ES,

SEE PLAN

VERT REINF

CONTERED IN WALL.

SEE PLAN

(1) CURTAIN OF REINF

TYPICAL WALL REINFORCEMET DETAILS

HORIZ. REINF

SEE PLAN

ENCLOSE CORNER

VERT BAR WITHIN

STD HOOKS OF

HORIZ REINF

CORNER

(1) CURTAIN

"T" INTERSECTION

(1) CURTAIN

PROV ADDL VERT REINF

AS NECESSARY,

ENCLOSE WITHIN STD

HOOKS OF HORIZ REINF

STD 900 HOOK AT ENDS

OF ALL HORIZ BARS

HORIZ REINF SEE PLAN

VERT REINF CENTERED

IN WALL. SEE PLAN

STD 900 HOOK AT

ENDS OF ALL HORIZ

BARS

HORIZ REINF

SEE PLAN

VERT REINF

CENTERED

IN WALL.

SEE PLAN

6 db 3" MIN.

6 db MIN

HEAD DETAIL

(1) REINF CURTAIN

ADD HORIZ

REINF ABV.OPNG

SEE WALL

ELEVATIONS

VERT REINF

CENTERED

IN WALL.

SEE PLAN

HORIZ REINF

SEE PLAN

1/

2" C

LR

STD. 900 HOOK

AT END

1"

CLR

1 1/2"

HORIZ. REINF

AT OUTER FACE

OF WALL ES,

SEE PLAN

VERT REINF

INSIDE HORIZ

REINF ES, SEE

PLAN

ADDL HORIZ

REINF ABV

OPNG

SEE WALL

ELEVATIONS

STD. 900 HOOK

AT END HEAD DETAIL

(2) REINF CURTAINS

SILL DETAIL

(1) REINF CURTAIN

ADD HORIZ

REINF BLW OPNG

SEE WALL

ELEVATIONS

VERT REINF

CENTERED

IN WALL.

SEE PLAN

HORIZ REINF

SEE PLAN

STD. 900 HOOK

AT END

1/

2" C

LR

STD 900 HOOK

AT END

HORIZ REINF AT

OUTER FACE

OF WALL ES,

SEE PLAN

VERT REINF

INSIDE HORIZ

REINF ES,

SEE PLAN

SILL DETAIL

(2) REINF CURTAINS

CLR

1 1/2"

ADDL HORIZ

REINF BLW

OPNG

SEE WALL

ELEVATIONS

STD. 900 HOOK

AT END

ENCLOSE END OF VERT

REINF WITHIN STD HOOKS

OF HORIZ REINF

ADDL VERT REINF AT

OPNG SEE WALL

ELEVATIONS

VERT REINF

CENTERED IN WALL.

SEE PLAN

HORIZ REINF

SEE PLAN

STD. 900 HOOK

AT END

ADDL VERT REINF AT

OPNG SEE WALL

ELEVATIONS

VERT REINF AT

OUTER FACE OF

WALL ES,

SEE PLAN

HORIZ REINF

INSIDE VERT

REINF ES,

SEE PLAN

JAMB DETAIL

(2) REINF CURTAINS

JAMB DETAIL

(1) REINF CURTAIN

1'

0"

T

2' - 0"

3-#4

#3 @ 12"

DWL TO MATCH VERT REINF

NOTES: SEE ARCH DRAWINGS FOR WALL LOCATIONS AND THICKNESS.

SLAB REINF

2-#5 (TYP)

1'-6"

1" C

LR

WALL VERT

REINF

WALL HORIZ

REINF

(5) #4 T&B

T/SLAB

(SEE ARCH

DRAWINGS)

ROUGHEN SURFACE

8"

#5@8" T&B

CIP CONCRETE

WALL

WALL HORIZ

REINF

#5@8" T&B

T/SLAB

(SEE ARCH

DRAWINGS)

ROUGHEN SURFACE

(5) #4 T&B

CIP CONCRETE

WALL

4' - 0"

9"

8"

9"

EDGE OF CANOPY SLAB

AT WALL SUPPORT

T/ GRATING

(SEE PLAN

B/RECESSED SLAB

(2'-0" BELOW SOG)

1-1/2" METAL GRATING

(GALVANIZED)

SLAB REINF

(SEE PLAN)

8" 8"

8"

ROUGHEN SURFACE

(TYP)

#5@12" OC

#5@12" OC

DOWEL MATCH WALL REINF

PROVIDE STD HOOK

AT TOP OF BAR

#4@12" EW T&B

VAPOR

RETARDER

COMPACTED

SUBGRADE

L 2X2X1/4

W/ 3 HOOK BARS @

10 IN OC ALL AROUND

1/4" NEOPRENE

GASKET

0'

4" M

IN

PROVIDE (2) ADDITIONAL

SUPPORT ANGLES

L 2X2X1/4 EQ. SPACES

D

C

B

A

1 2 3 4 5

Designed:

Drawn :

Checked:

Drawing No.:

Date:

Drawing Title:

Jacobs Project No.:

Scales:

P U

E R

T O

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R M

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A T

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A L

G U

A R

D C

A M

P S

A N

T

IA

G O

S A

L

IN

A S

P

U E

R T

O R

IC

O

E N

G

IN

E E

R

IN

G H

O U

S

IN

G

M A

IN

T

E N

A N

C E

S H

O P

E

H M

S

D3250109

DATEREV DESCRIPTION

501 North Broadway, Saint Louis, Missouri 63102

Metro Office Park 17 Street 2, Suite 400, Guaynabo, PR 00968

CH2M HILL‐

HDR JV

BID FINAL 100% DESIGN

B

IM

/U

S P

R T

B D

P

R A

R N

G

P R

A R

N G

E H

M S

/P R

A N

G E

H M

S

S tr u c t.

rv t

/8 /2

:1

:3

A

M

S-503JMC

JMC

JMC

STRUCTURAL

TYPICAL

SECTIONS AND DETAILS

2 JUNE 2023

1" = 1'-0"A1

CONC WALLS

1 1/2" = 1'-0"B1

CONC. WALLS

1" = 1'-0"D1

HEAD, JAMB, SILL, AND OPENING DETAILS

1 1/2" = 1'-0"C1

THICKENED GRADE SLAB AT MASONRY WALL

0 2'

1" = 1'-0"

6" 1' 3'

0 2'

3/4" = 1'-0"

6" 1' 4'

0 2'

1 1/2" = 1'-0"

6" 1'

NOTES:

1. FOR GENERAL NOTES, ABBREVIATIONS, AND DESIGN CRITERIA, SEE SHEETS S-001 THRU S-005.

1/2" = 1'-0"B4

CIP CONCRETE CANOPY

1 AMMENDMENT 01 03/08/24

3/4" = 1'-0"D3

FLAMMABLE STORAGE RECESSED SLAB DETAIL