B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_-51-55_of_191.pdf

MASONRY WALL REINFORCING NOTES

TYPICAL MASONRY WALL REINFORCING DIAGRAM

TYPICAL BAR SPLICE DETAIL

TYPICAL CORNER REINF.

AT 8" CMU BEARING WALL

TYPICAL REBAR POSITIONER

TYPICAL RIGID ANCHOR

TYPICAL BOND BEAM\LINTEL STEP

TYPICAL MASONRY CONTROL JOINT ADJACENT TO OPENING

TYPICAL MASONRY CONTROL JOINT ELEVATION AT BOND BEAM

TYPICAL INTERSECTION REINF.

AT 8" CMU BOND BEAM

TYPICAL BEAM VOID

CMU LINTEL SCHEDULE

MASONRY LINTEL NOTES:

CLEARWALL

THICKNESS SPAN

BOTTOM TOPLINTEL

REINFORCINGDEPTH REINFORCING

STEEL VENEER LINTEL

WHERE APPLICABLE

F OR INTERIOR WALLS

TYPICAL PIER DETAIL

P1

P2

6"Ï (MAX) DRILLED HOLE IN

EXISTING EXTERIOR BEAM

EXISTING EXTERIOR BEAM

EXISTING MASONRY

WALL

EXISTING CONCRETE SLAB

SCALE 3/4" = 1'-0"

DETAIL OF DEMOLITION

AND NEW SLAB AT FLOOR

SCALE 3/4" = 1'-0"

DRILLED HOLE IN EXTERIOR

FOUNDATION BEAM DETAIL

U/G UTILITY LINE

(REF. MEP)

#4 @ 1'-0" EA. WAY

CENTERED IN SLAB

#4 @ 1'-0" EA. WAY

CENTERED IN SLAB

US Army Corps of Engineers È

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S-002

T Y

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A I

14'-0"

5'-6" 9'-7 1/4"

8" CMU REINF WITH

#5 VERT. BARS @ 48"o.c

8"7'-4"

16'-0"

8"

8'-8"

1'-0"

7'-2"

5'-10"

4"

8"

4"

8"

7'-2"

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8"

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8"

NEW PORCH

& STAIRS

NEW

PORCH &

STAIRS

NEW

PORCH &

STAIRS

8"

NEW PORCH

& STAIRS

7'-2"

9'-4" 8"

10'-8" 10'-8"

8" 14'-4"

15'-8"

8" 8"

24" DEEP

FOOTING

7'-10"

24" DEEP FOOTING

10'-8"

24" DEEP FOOTING

15'-8"

24" DEEP FOOTING

10'-8"

24" DEEP

FOOTING

7'-10"

13'-8"18"

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15'-4" 18"15'-4"18"

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1'-0"

7'-4"

A1

6" CONC.

RAMP &

LANDING

100'-6"

100'-0"

NEW

PORCH &

STAIRS

SLOPE

DOWN

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24" DEEP

FOOTING

E7.8

EF

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E7.2

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

6SIM

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

S-301

99'-9"

THK. x L x W ,IN.

TYPICAL BASE P

COL. SIZE

COLUMN SCHEDULE

(4) 3/4"Ï x 8"

NO. ANCHOR BOLT

3/4"x9"x9"

TYPE

A307

L

DIA. x EMBED. TYPE

ANCHOR BOLT

HSS 3x3x1/4

= DEMOLISH EXISTING SLAB AND REPLACE NEW SLAB AT

NOTED ELEVATION (REF. ARCH.)

LEGEND & NOTES

(4) 3/4"Ï x 8" A307

HSS 4x4x5/16

3/4"x10"x10"

= NEW CMU WALL

= AREA 2" CONCRETE TOPPING

= PROPOSED PLUMBING TRENCH - REF. 1 & 2/S-002 FOR TYPICAL

DETAILS AND MEP FOR ADDITIONAL INFORMATION.

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GRAPHIC SCALE 1/8" = 1'-0"

4'

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1/8" = 1'-0"

S-101

A1

FOUNDATION PLAN

GENERAL NOTES

1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.

2. THESE DRAWINGS WERE DEVELOPED FROM EXISTING AS-BUILT DRAWINGS

PROVIDED BY THE GOVERNMENT. CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER REP. (COR) AS SOON AS POSSIBLE IN THE EVENT

THAT EXISTING CONDITIONS DIFFER SUBSTANTIALLY FROM THOSE

INDICATED IN THE DOCUMENTS.

3. DIMENSIONS SHOWN BETWEEN EXISTING ELEMENTS SHOULD BE VERIFIED.

WHERE DIMENSIONS ARE TO NEW CONSTRUCTION AND HAVE A DIMENSION

WITH A +/- DESIGNATION, THE DIMENSION CAN VARY.

4. REMOVE 48" AND REPLACE WITH FILL AT ALL SHALLOW FOUNDATION PADS

PER GEO-TECHNICAL REPORT.

5. USE ELASTOMERIC WATER PROOFING AT ELEVATOR SHAFT WALL AND SLAB.

ELEVATOR

OPENING

W12x19

H S

S x x

W12x19

W x

W12x19

W12x19

2x12 @ 16"o.c.

1200S165-54 L.G.

JOISTS @ 16"o.c.

600S165-54 L.G.

STUDS @ 16"o.c.

HSS 12x2x 3/16

HSS 12x2x 3/16

W x

H S

S x x

H S

S x x

C x

H S

S x x

2x12 @ 16"o.c. 2x12 @ 16"o.c.

H S

S x x

H S

S x x

H S

S x x

H S

S x x x o c

C x

C x

C12x20.7

C12x20.7

C12x20.7

C12x20.7

C x

C x

C12x20.7

C12x20.7

C x

C x

C x

C12x20.7

C12x20.7

H S

S x x

H S

S x x x o c

C x

C12x20.7

C x

C12x20.7

HSS 12x2x 3/16

2x12

@ 16"o.c.

C12x20.7

C x

C x

C12x20.7 HSS 12x2x 3/16

HSS 12x2x 3/16

C x

HSS 12x2x 3/16

2x12

@ 16"o.c.

C x

C12x20.7

C12x20.7

S-302

S-304

S-302

S-302

S-302

S-302

S-302

S-302

4/S-302

SEE

EXISTING

COLUMN

NOTE

4/S-302

4/S-302

4/S-302

4/S-302

4/S-302

S-302

C x

C x

C x

C x

HSS 12x2x 3/16

HSS 12x2x 3/16

H S

S x x

H S

S x x

3/S-302

S

S I M

S

S I M

S

S I M

3/S-302

SIM

S-302

S-302

S-302

S-302

FLOOR TYPE 2F

THIS AREA

SLAB PENETRATIONS

REF. MEP DRAWINGS

FOR SIZE AND

LOCATIONS (TYP.)

TYPE 2F - FLOOR CONSTRUCTION

3" (TOTAL DEPTH) CONCRETE SLAB

REINFORCED WITH 6x6-W2.9xW2.9 WELDED

WIRE FABRIC IN FLAT SHEETS (LAPPED 8" AT

SPLICES) CENTERED IN SLAB OVER 0.6C 22

GA METAL DECK (REF. GENERAL NOTES FOR

ADDITIONAL INFORMATION.

TOP OF 2nd LANDINGS = 110'-7" A.F.F.

TOP OF STEEL 2nd LANDINGS = 110'- 4 3/4" U.N.0.

= NEW CMU WALL

LEGEND & NOTES

EXISTING COLUMN NOTE

1. SHORE EXISTING COLUMNS AND ROOF

FRAMING.

2. WELD NEW LANDING FRAME TO OLD

COLUMNS AS REQUIRED

TYPE 1F - FLOOR CONSTRUCTION (U.N.O)

" (EXT. GRADE) PLYWOOD DECK ATTACH

PER GENERAL NOTES

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GRAPHIC SCALE 1/8" = 1'-0"

4'

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1/8" = 1'-0"

S-102

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SECOND LEVEL FRAMING PLAN

GENERAL NOTES

1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.

2. THESE DRAWINGS WERE DEVELOPED FROM EXISTING AS-BUILT DRAWINGS

PROVIDED BY THE GOVERNMENT. CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER REP. (COR) AS SOON AS POSSIBLE IN THE EVENT

THAT EXISTING CONDITIONS DIFFER SUBSTANTIALLY FROM THOSE

INDICATED IN THE DOCUMENTS.

3. DIMENSIONS SHOWN BETWEEN EXISTING ELEMENTS SHOULD BE VERIFIED.

WHERE DIMENSIONS ARE TO NEW CONSTRUCTION AND HAVE A DIMENSION

WITH A +/- DESIGNATION, THE DIMENSION CAN VARY.

W12x19

W12x19

W12x19

W x

1200S165-54 L.G.

JOISTS @ 16"o.c.

PRE-MANUF. LIGHT

GAUGE TRUSSES

@ 24"o.c.

W x

STEEL TRUSS

FRAMES @ 4'-6"o.c.

S-304

S-302

S-302

S-303 x

E D

G E

R

B

N

D

2x4 BAND

2x4 BAND

2x6 @ 24"o.c.

2x6 @ 24"o.c.

o c

CJ

CJ

HM

EJEJEJ

AWNING SUPPORT

(TYP. @ EA. COLUMN)

10'-4"

S-304

TYPE 2R - ROOF CONSTRUCTION

" - 20 GA METAL DECK (REF. GENERAL

NOTES FOR ADDITIONAL INFORMATION.

TYPE 1R - ROOF CONSTRUCTION (U.N.O)

5/8" (EXT. GRADE) PLYWOOD DECK ATTACH

PER GENERAL NOTES

ROOF TYPE 2R

THIS AREA

PRE-MANUF. LIGHT

GAUGE TRUSSES

@ 24"o.c.

S-302

CJCJ

HM

EJEJEJ

CJCJ

EJEJEJ

HM

= NEW CMU WALL

LEGEND & NOTES

HM

EJ

CJ

= HIP MASTER

= END JACK

= CORNER JACK

TYPE 2R - ROOF CONSTRUCTION

" - 20 GA METAL DECK (REF. GENERAL

NOTES FOR ADDITIONAL INFORMATION.

TYPE 1R - ROOF CONSTRUCTION (U.N.O)

5/8" (EXT. GRADE) PLYWOOD DECK ATTACH

PER GENERAL NOTES

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0' 8' 16"

GRAPHIC SCALE 1/8" = 1'-0"

4'

NORTH

1/8" = 1'-0"

S-103

A1

LOW ROOF FRAMING PLAN

GENERAL NOTES

1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE.

2. THESE DRAWINGS WERE DEVELOPED FROM EXISTING AS-BUILT DRAWINGS

PROVIDED BY THE GOVERNMENT. CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER REP. (COR) AS SOON AS POSSIBLE IN THE EVENT

THAT EXISTING CONDITIONS DIFFER SUBSTANTIALLY FROM THOSE

INDICATED IN THE DOCUMENTS.

3. DIMENSIONS SHOWN BETWEEN EXISTING ELEMENTS SHOULD BE VERIFIED.

WHERE DIMENSIONS ARE TO NEW CONSTRUCTION AND HAVE A DIMENSION

WITH A +/- DESIGNATION, THE DIMENSION CAN VARY.

1/8" = 1'-0"

S-103

S2

HIGH ROOF FRAMING PLAN

SLAB REINF.

SEE PLAN

(2) #5 TOP (3)#5 BOTTOM

WITH #3 STIRRUPS @ 18"o.c.

1'-6"

STANDARD HORIZ. WALL

REINFORCEMENT @ 16"o.c.

8" WIDE CMU WALL

REINFORCED WITH #5

@ 16"o.c. (CENTERED

IN WALL) IN VERTICAL

FILLED CELLS AND

WITH MATCH DOWELS

8"

FOUNDATION DOWELS

SPACED TO MATCH VERT.

WALL REINFORCEMENT.

-TYPICAL (18" INTO CONC.

BEAM)

STANDARD HORIZ. WALL

REINFORCEMENT @ 16"o.c.

8" WIDE CMU WALL

REINFORCED WITH #5 @

48"o.c. (CENTERED IN WALL)

IN VERTICAL FILLED CELLS.

REF. PLAN

SLAB (BEYOND)

SCALE 1 " = 1'-0"

MACHINE ROOM

S-301

SCALE 1 " = 1'-0"

S-301

(2) #5 TOP AND BOTTOM

WITH #3 STIRRUPS @

18"o.c.

#6 @ 12"o.c..

6" VOID FORM

UNDER SLAB

REF. TYPICAL

BEAM VOID ON

SHEET S-002

6" VOID FORM

UNDER SLAB

PIER (BEYOND)

SEE PLAN

1'-0"

6"(WIDE) x AS REQ'D

TO FINISH GRADE

BRICK LUG

CONT #5

BRICK MASONRY

REF. ARCH'L.

SECTION @

ROOM AND ELEVATOR PIT

SECTION @ MACHINE

VAPOR

BARRIER

VAPOR

BARRIER

ELASTOMERIC

WATER

PROOFING

5'-6" 9'-7 1/4"

S-301

S

S-301

S

P1

8" CMU REINF WITH

#5 VERT. BARS @ 48"o.c

8'-5 1/4"7" 7"5'-6"

(VERIFY)

℄ PIER

℄ PIER

℄ PIER

P

I E

R

P

I E

R

P2

P1

P1P1

P2

7'-4"

ANGLE 3"x3"x3/16"x0'-6"

WITH (2) 1/2"Ï EXPANSION

BOLT WITH 3" MINIMUM

EMBED. (TYPICAL EACH

STRINGER)

1" = 1'-0"

S-301

HSS12x2x3/16

STRINGER

SECTION: AT

STAIR STRINGER

3"

REF. ARCH'L FOR

STAIR TREAD AND

RISER INFORMATION

1'-6"

(3) #6 TOP & BOTTOM W/

#3 STIRRUPS @ 18"o.c.

1'-0"

(3) #6 TOP & BOTTOM W/

#3 STIRRUPS @ 18"o.c.

SLAB REINF. SEE PLAN

COLUMN REF. PLAN AND

COLUMN SCHEDULE FOR

COLUMN BASEPLATE

SIZES AND CONNECTIONS.

(TYPICAL)

2'-3"

(4'-0" AT 6SIM)

(3) #6 TOP & BOTTOM W/

#3 STIRRUPS @ 18"o.c.

SLAB REINF. SEE PLAN

BRICK PILASTER

REF. ARCH'L

BRICK PILASTER

(BEYOND)

1" = 1'-0"

S-301

SECTION: AT

STAIR FOOTING

1" = 1'-0"

S-301

SECTION: AT

STAIR SLAB

BEAM (BEYOND)

STRUCTURAL

FILL

2" GROUT NON-SHRINK

FILL W/ CONCRETE

VAPOR

BARRIER

VAPOR

BARRIER

STRUCTURAL

FILL

6" VOID FORM

UNDER SLAB

(2) #5 TOP (3)#5

BOTTOM WITH

#3 STIRRUPS

@ 18"o.c.

1'-6"

REF. TYPICAL

BEAM VOID ON

SHEET S-002

6"

#6 @ 12"o.c..

SCALE 1 " = 1'-0"

CONNECTOR

S-301

SECTION @

14. GA. RUNNER

6" STUD WALL

VAPOR

BARRIER

8"

(2) #5 TOP AND

BOTTOM WITH

#3 STIRRUPS

@ 18"o.c.

#6 @ 12"o.c..

REF. 2/S301

1'-1

CONT. #5

BRICK MASONRY

REF. ARCH'L.

5 1/2"(WIDE) x AS

REQ'D TO FINISH

GRADE BRICK LUG

8"

WIDEN WALL

AT PIER

PIER (BEYOND)

SEE PLAN

2'-0" SQUARE

(VERIFY)

V

E R

I F

Y

HOOK FOUNDATION

REINF. @ SUMP

PUMP PIT (TYPICAL)

5'-4"

(VERIFY

7'-4" CLR.

6" VOID FORM

UNDER SLAB

WIDEN WALL AT PIER

1'-0"

EXISTING STRUCTURE

BOTTOM OF BEAM (BEYOND)

TOP OF 6" CONC. WALL

(BEYOND)

CMU WALL

(BEYOND)

1" EXP. JOINT

MATERIAL

EXISTING WALL

(BEYOND)

SCALE 1 " = 1'-0"

AND CONNECTOR

S-301

3'-5"

PIER (BEYOND)

SEE PLAN

SECTION @ PIT

ELASTOMERIC

WATER

PROOFING

VAPOR

BARRIER

(2) #4 2'-6" LONG

TYPICAL ALL 4

SIDES

#6 @ 12"o.c.

ELASTOMERIC

WATER

PROOFING

US Army Corps of Engineers È

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N

O

F

B

U I L

D I N

G

J O

I N

T

B

A S

E

S

T

O N

I O

F O

U

S T

O N

T

X

K E

N A

I

V

I V

E

S

U I T

E

H O

U S

T O

N

T

E X

P H

O N

E

S L

A

A

R C

H I T

E C

T S

S E

C

D

R W

D R

W

A U

G U

W

G

B

FINAL SUBMITTAL

S-301

1/4" = 1'-0"

S-301

A1

ENLARGED ELEVATOR PLAN