S-0 PUMP STATION STRUCTURE FOR BIDDING ...

ALL FOUNDATION SLAB SHALL BE 30" CONCRETE WITH #6 @ 8" ON CENTER, EACH WAY AND EACH FACE, (TOP AND BOTTOM), U.N.O.

FOR REINFORCEMENT GRADE AND TYPE, REFER TO GENERAL NOTES OR SPECIFICATIONS.

TOP SLAB ELEVATIONS REFER TO STRUCTURAL PLANS.

FOUNDATION PLAN, NOTES AND SPECIFICATION SHALL READ IN CONJUNCTION WITH ALL RELATED DISCIPLINES DOCUMENTS.

REFER TO CIVIL DOCUMENTS FOR SLAB LOCATION AND ORIENTATION.

REFER TO GEOTECHNICAL REPORT FOR SOIL BEARING CAPACITY AND FOUNDATION RECOMMENDATIONS.

FOUNDATION SLAB SHALL BE RESTED ON A 3'-0" DEEP LAYER OF TREMIE GROUT SLAB. REFER TO GEOTECHNICAL REPORT, FOR DEWATERING.

ANY DISCREPANCY SHALL BE REPORTED IN WRITING TO ENGINEER OF RECORD, PRIOR COMMENCING ANY WORK.

ALL REINFORCEMENT STEEL SHALL BE PLACED IN ACCORDANCE OF ACI318, AND ANY APPLICABLE CODE.

PROVIDE REQUIRED DEWATERING DURING ENTIRE PERIOD OF FOUNDATION SLAB AND PUMP STATION STRUCTURE CONSTRUCTION; PIPE INSTALLATION AND TEMPORARY SHEET PILING ACROSS THE CANAL AS PER LOCAL GOVERNING AUTHORITY REQUIREMENTS.

PROVIDE PROPOSE METHOD OF CONSTRUCTION WITH TEMPORARY SHORING FOR E.O.R. REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH ANYWORK.

ID / SYMBOL DESCRIPTION

. INDICATES TARGET ELEVATION

STEEL INDICATES REINFORCEMENT SIZE AND DIRECTION

INDICATES DIRECTION OF SLAB SPAN

A INDICATES GRID LINE ID.

ID / SYMBOL DESCRIPTION WALL TYPE DESCRIPTION

1 8" CONCRETE WALL W/ #6 @ 8" O.C. E.W.

FOUNDATION REINFORCEMENTSIZE

LEGEND NOTES WALL TYPES SCHEDULE FOUNDATION SCHEDULE

1 INDICATES WALL TYPE

2 12" CONCRETE WALL W/ #6 @ 8" O.C. E.W. AND E.F.

12'-10" x 21'-6" X 30" DEEP F1 #6 CONT. BAR @ 8"O.C.

TOP AND BOTTOM, E.W.

BEAM TYPES SCHEDULE

BEAM TYPE DESCRIPTION

F2 2'-0" x 4'-6" T.E. SEE PLANS

F3 12'-6" x 21'-0" SEE PLANS

B-1 12"x1'-6" x 21'-0" LONG

B-2 12"x1'-6" x 17'-6" LONG

COLUMN SCHEDULE

COLUMN REINFORCEMENTSIZE

C-1 8x12 (4) #6 VERT. BARS

REINF.

RB-1

RB-3

TB-1

8"x12"

8"x12"

8"x12"

TOP EL.

0'-0"

0'-0"

11'-0"

VARIES

15'-0"

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL

3 8" MASONRY WALL W/ #5 @ 32" O.C.

#3 TIES @ 12" O.C.

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:

2211 NORTHEAST 54TH STREET

FORT LAUDERDALE, FLORIDA 33308

LAKDAS/YOHALEM ENGINEERING, INC.

(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458

CONSULTING ENGINEERS

ALL DRAWINGS AND WRITTENMATERIAL HEREIN, ASINSTRUMENTS OF SERVICE,SHALL REMAIN THE PROPERTYOF LAKDAS/YOHALEMENGINEERING, INC. (LYE) ANDSHALL NOT BE REPRODUCEDOR COPIED, IN WHOLE OR INPART, WITHOUT THEEXPRESSED WRITTEN CONSENTOF "LYE" AND MAY NOT BEUSED OR REFERENCED FORANY OTHER PROJECT.INFORMATION CONTAINEDHEREIN REPRESENTSPROPRIETARY INFORMATION OFLAKDAS/YOHALEM ENGINEERINGINC. AND / OR ITS CLIENTAND SHALL NOT BE DISCLOSEDTO OTHERS.LAKDAS/YOHALEM ENGINEERING,INC. SHALL BE AFFORDED THEOPPORTUNITY TO PROVIDECONSTRUCTION OBSERVATIONSERVICES DURING THE FRAMEERECTION OF THIS PROJECT. INTHE EVENT LAKDAS/YOHALEMENGINEERING, INC. IS NOTRETAINED IN THIS CAPACITY,LAKDAS/YOHALEM ENGINEERING,INC. CAN ASSUME NORESPONSIBILITY FOR THECONSTRUCTION DEFECTS FORTHE RECOMMENDATIONSPROVIDED IN THESE DOCUMENTS.

e-mail: [email protected]

P.E. # 037590

S-0

AS NOTED

12-01-17

LN

DEF

LN

172603

PUMP STATION 3D VIEWS AND LEGEND AND SCHEDULES

HALLANDALE PUMP STATION AND CONTROL STRUCTURE-

PUMP HOUSE

PUMP STATION STRUCTURE

FOR BIDDING PURPOSES ONLY

A

B

1S-3

1S-4

C

D

12" THICK CONCRETE SLABON GRADE

3" MIN. COVER (TYP.)

A.1

6' -

5"3'

- 10

"10

' - 2

"

12" CONCRETE WALL

7' -

6"1'

- 4"

#5 @ 12" O.C. (TOP AND BOTTOM)

#5 @

12"

O.C

. (TO

P AN

D B

OTT

OM

)

#5 @ 10" O.C. E.W., E.F. (TYP.)

3S-4

15" THICKCONC. WALL

#6 HORIZONTAL E.F. @ 10" O.C.(TYP.)

#7 VERTICAL E.F. @ 6" O.C.(TYP.)

2S-4

7' -

0"

2S-3

1' - 3"

2' -

9"

OPE

NIN

G

4' -

0"

DIA

MET

ER3'

- 5"

1' -

4"

2' -

9"

OPE

NIN

G

4' -

0"

DIA

MET

ER3'

- 5"

TYP.1' - 0"

12" CONCRETE WALL

TRENCH (SEE SECTION FOR DETAIL)

48" THICKENED EDGE

(TYP)

1' - 8"

SLAB EDGE 1'-8" FROM WALL ALL AROUND (TYP)

8"2'

- 0"

1' -

0"4"

15' - 8"

EL. -10'-6"

EL. -10'-6"

EL. -11'-0"

S-5.01

TYP.

S-5.04

TYP.

#5 BENT HORIZONTALBARS @ 10"O.C. E.W., E.F. (TYP.)

1 1.1

1' - 3"

#6 - 90° BENT HORIZONTAL BARS @ 8" O.C. VERTICALLY (TYP.)

(TYP.)

1' - 8"

1' - 8 1/2"

2' -

6"

5/8" DIAMETER S.S. EYE BOLT 5" EMB. W/ EPOXY.


8" THICKCONC. WALL BELOW

18' - 2"

T.O SLAB -11' - 6"

CHAMFER AREA. SEE SHEET S-3

EDGE OF CONC. WALL BELOW SLAB

A

1.1

15" THICK CAST-IN-PLACE CONC. WALL

A.1

30" THICK CONCRETE SLABEL. -18'-0" TOP OF SLAB3" COVER MIN. (TYP.)ON 3'-0" DEEP TREMMI CONCRETE BED

1

18' - 2"

#6 -

90° S

TD H

OO

K @

8" O

.C.

(T &

B)

#6 - 90° STD HOOK @ 8" O.C. E.W. (T & B)

1' - 3" 7' - 6" 8"

#7 VERTICAL DOWELSE.F. @ 6" O.C., 90° STD HOOK(TYP)

1' - 8" 1' - 8"

1' -

8"10

' - 2

"

21' - 6"

1' -

8"

1S-3

2S-3

2S-4

#6 @ 8" O.C. (TYP)

#6 HORIZONTAL DOWELS E.F. @ 8" O.C., 90° STD HOOK (TYP)

8" THICK CONC. WALL

21' - 6"

13' -

6"

1' -

4"7'

- 6"

1' -

4"

7' - 6" 1' - 3"

8S-5.11' - 1"

1' -

1"

1' - 1"1' - 1"

1' - 1"

1' -

1"

1' -

1"

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

INTAKE LEVEL PLAN (EL -11'-0")

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

2

S-1

S-1

AS NOTED

12-01-17

LN

DEF

LN

172603

PUMP STATION INTAKE LEVEL AND LOWER LEVEL PLAN


PUMP HOUSE

LOWER LEVEL PLAN (EL -18'-0")

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

1

S-1

LYE EXISTING GRADE ELEVATION -3.5' = 3.5' N.A.V.D.LYE GROUND LEVEL ELAVATION 0.0' = 7.0' N.A.V.D.



UP

A

B

C

A.1

1S-3

2

S-4

4' - 0" 4' - 6" 4' - 0"

3' - 8" 11' - 0" 3' - 8"

C1C1

C1C1

ALUMINUM HAND RAIL & STAIR PROVIDE SIGN AND SEAL CALCULATIONS AND DRAWINGS FOR E.O.R. APPROVAL(SHOWN IN DASH LINE)

PROVIDE (3) #5 T&BAT EACH EDGE OF THE OPENING AS SHOWN (TYP.)

#6 @ 8" O.C. TOP & BOTT SEE DETAIL 1/S-3

8" THICK CMU WALL WITH#5 @ 32" O.C. FILL CELLSWITH 3000 PSI GROUT (TYP)

12" THICK CONCRETE SLAB WITH #5 @ 8" O.C. T&B E.W.

5' -

10"

3S-4

5' -

6 1/

2"

#6 @ 8" O.C.

T & B

#6 @ 8"O.C. T &B

(2) #5 x 30" LONGDIAGONAL BARS T & B (TYP)

#6 @ 8" O.C. TOP & BOTT SEE DETAIL 1/S-3

DOOR OPENING

3' - 4"

2'-0

" FR

OM

ED

GE

OF

OPE

NIN

G

SLO

PE

12" THICK LANDING SLAB EL. 0'-0"TOP OF SLAB

12" THICK SLABEL. 0'-0"TOP OF SLAB

7' - 4"

4' -

0"

B-1

B-2

WAL

L BE

LOW

S-5.17

TYP.

#6 @ 8" O.C. T & B

#6 @ 8" O.C.T & B

12" THICK CONCRETE SLABEL. VARIES T.O.S.

1 1.1 2

1' - 8" 1' - 0"

21' - 0"

1

S-4

OPENING(SEE CIVIL PLAN)

OPENING(SEE CIVIL PLAN)

2S-3

6' -

5"3'

- 10

"10

' - 2

"

1'-8"x1'-4" DEEP STRING JOIST W/ (3)-#5 T&B ON WELL COMPACTED GROUND (2000 PSI BEARING CAPACITY)

(6)-5/8"∅ EPOXY BOLTS STAGGERED 6"

3

WAL

L BE

LOW

3' -

0"

3' - 0"

OPENING(SEE CIVIL

PLAN)

(2) #5 x 30" LONGDIAGONAL BARS T & B (TYP)


14' -

0"

21' - 0"

#6 @

8" O

.C.

T &

B

36"x36" FLOOR/ HATCH ACCESS. REFER TO ARCH. DWGS.

2' -

11"

5' -

6 1/

2"

GLASS BLOCK WINDOW. RE: ARCH. DWGS.

5' -

6 1/

2"2'

- 11

"5'

- 6

1/2"

GLASS BLOCK WINDOW. RE: ARCH. DWGS.

2' - 2" 5' - 0"

11"

10' - 4"

6" 3' - 0"1' - 0"

1' -

0"W

ALL

BELO

W

12"x12" OPENING. COORDINATE WITH ELECTRICAL PLANS


#4 HOOK BAR 24" @ 6" O.C. MID DEPTH TYP. ALL AROUND

EL. 15'-0" T.O.P.ALL AROUND

TB-1

(EL.

15'

-0")

RB-

3(EL

. VAI

RES

)

TB-1

(EL.

15'

-0")

RB-

3( E

L. V

ARIE

S)

TB-1 (EL. 15'-0")RB-2 (EL. 11'-3")

TB-1 (EL. 15'-0")RB-1 (EL. 12'-0")

#5 @12"

MID DEPTH

(2) #5 x 30" LONGDIAGONAL BAR MID DEPTH (TYP.) S-5.0

8TYP.

S-5.17

TYP.

#5 @ 12" O.C.MID DEPTH

#5 @ 12" O.C.MID DEPTH

6" SLAB THICKNESSEL. VARIES

A

B

1 2

C-1 C-1

C-1 C-1

8" THICK CMU WALL

3-#5 @ EACH EDGE OF THE OPENINGS (TYP)

3

S-4

2

S-4

#5 DOWEL @ 12" O.C. (TYP.)

#5 @ 12" (TYP.)

#5-90° STANDARD HOOK @ OPENING @ 6" O.C.

#5-90° STANDARD HOOK @ OPENING @ 6" O.C.

1' - 9 1/2" 4' - 9" 3' - 9" 4' - 9" 4' - 7 1/2"

*SLO

PE

8" THK CMU WALL

A

B

1 2

C-1 C-1

C-1 C-1

TB-1

(EL.

15'

-0")

RB-

1(EL

. VAI

RES

)

TB-1

(EL.

15'

-0")

RB-

1( E

L. V

ARIE

S)

TB-1 (EL. 15'-0")RB-1 (EL. 11'-3")

TB-1 (EL. 15'-0")RB-1 (EL. 12'-0")

3

S-4

2

S-4

* REFER TO ARCHITECTURAL FOR BUILT-UP ROOF SYSTEM

*HATCH OPENINGAS PER

ARCHITECTURALPLANS (TYP)

21' - 0"

14' -

0"

14' -

0"

1' - 9 1/2" 4' - 9" 3' - 9" 4' - 9"

5' -

11"

5' -

10"

11"

5' -

11"

5' -

10"

11"

4' - 7 1/2"

REFER TO CIVIL PLAN FOR ROOF HATCH OPENING LOCATION

*HATCH OPENINGAS PER

ARCHITECTURALPLANS (TYP)

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

PLAN @ (EL 0'-0")

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

1

S-2

S-2

AS NOTED

12-01-17

LN

DEF

LN

172603

PUMP STATION GROUND LEVEL,ROOF LEVEL PLANS


PUMP HOUSE

ROOF REINFORCEMENT LAY OUT PLAN

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

2

S-20' 1' 2'

* COORDINATE W/ ARCH TO DETERMINE THE TOP ELEVATION OF THE ROOF BEAM SO THAT IT SUPPORTS THE PRE-ENGINEERED LIGHT GAUGE TRUSSES OF THE ROOF CANOPY.

ROOF LEVEL PLAN

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

3

S-2





GROUND LEVEL(FINISH FLOOR)

0' - 0"

8" CMU WALL W/ #5 @ 32" O.C. FULLY GROUTED FILL CELLS

12" DEEP CONCRETE DECK W/ #6 @ 8"O.C. E.W. AND T&B W/ 2.65% SLOPE

1' -

0"

LOWER SLAB-20' - 6"

INTAKE LEVEL-11' - 6"

TOP OF PARAPET13' - 0"

#5-90° VERTICAL DOWELS ,3'-0" LAP @ 32" O.C. TYP.

#5 @ 12"O.C. T & B , E.W. 3" COVER (TYP.)

#6-90° HOOKED BAR @ 8" O.C. E.W. T & B

12" CONC. SLAB

#6 HORIZONTAL BARS@ 10" O.C. E.F. , 3" COVER MIN.

#7 VERTICAL BARS @ 6" O.C. , E.F.

16" THICK CONC. WALL

30" DEEP CONC. PAD

TB-1 TB-1

RB-1 RB-1

4' - 0"

B-1B-2

1' -

0"6"

1' -

6"6"

1' - 0" 2' - 0" 8"

S-5.11

S-5.12

S-5.13

S-5.14

6' - 1" 1' - 0" 11' - 0" 1' - 0"

6" THICK CONCRETE ROOF DECK AS PER

PLAN

1' - 8"1' - 8"

13' - 6"

S-5.15

PRE- ENGINEERED LIGHT GAUGE METAL TRUSSES BY SPECIALTY ENGINEER (TYP.) SUBMIT SHOP DRAWINGS

#7 VERTICAL DOWEL@ 6" O.C.(TYP)

** NOTE: COORDINATE W/ ARCHITECT DWGS TO LOCATE ELEVATION OF ROOF BEAM SO THEY SUPPORT BOTH ROOF SLAB AND CANOPY.

A A-1 B C

10' - 2" 3' - 10" 6' - 5"

A-1

ROOF LEVEL11' - 0"

3/16"x6" WATERSTOP AS REQUIRED (TYP.)

#6 HORIZONTAL BARS @ 10" O.C. E.F. , 3" COVER MIN.


2' -

6"

CO

NC

RET

E

3' -

0" T

REM

IE

ALL AROUND

3' - 0"

COVER3"

EXISTING GRADE(V.I.F.)-3' - 6"

EL. (±) -6.52'TOP ELEVATION OF PIPE(VERIFY W/ CIVIL PLANS)

8" CONCRETE CURTAIN WALL W/ #5 @ 10" O.C. E.W. CENTERED. SEE DETAIL 8/S-5.1

36" DIAMETER PIPE

#5 @ 12" O.C. E.W.MID DEPTH (TYP.)

(REBAR FOR OPENING NOT SHOWN FOR CLARITY)

STAIR LANDING (SEE 2/S-2 FOR REBAR LAYOUT)

20' - 5"

3' - 6"

7' - 6"1' - 4" 1' - 4"

1' - 0"12' - 10"


7' -

6"8"

8" 14' - 10"

1' -

0"

11' -

6"

9' -

0"

ALUMINUM HAND RAIL . PROVIDE SIGN & SEAL DWGS FOR APPROVAL PRIOR TO CONSTRUCTION

10"

#6 BENT BAR @ 12" O.C.

3#6 CONT.

#6-90° STD. HOOK@ 6" O.C.

10' - 2"

1' -

1"

1' - 1" 5' - 4" 1' - 1"

CORNER CAST-IN-PLACE CONCRETE FILLET. SEE SHEET S-5.1 (TYP)

12"x12" WALL OPENING (BEYOND). REFER TO SHEET 8/S-11 OPENING REINFORCEMENT (TYP). COORDINATE WITH ELECT. PLANS

6"1'

- 0"

1' - 0"

EXHAUST FAN OPENING TO BE BELOW THE STRUCTURAL BEAM (BEYOND). CONTRACTOR TO FIELD VERIFY/ COORDINATE THE FINAL LOCATION NOT TO CONFLICT W/ THE CABINET HEIGHTS. SEE MECH. DWGS.


0' - 0"

LOWER SLAB-20' - 6"

INTAKE LEVEL-11' - 6"

TOP OF PARAPET13' - 0"

RB-1RB-1

8" THICK CMU WALLW/ #5 @ 32" O.C. FULLY FILL CELLS

STAIR LANDING (SEE 2/S-2 FOR REBAR LAYOUT)

OPENING (SEE GROUND LEVEL PLAN)

#5 VERTICAL DOWELS ,3'-0" LAP @ 32" O.C. TYP.

#5 @ 12"O.C. T & B , E.W.

#6-90° HOOKED BAR @ 8" O.C. E.W. T & B

12" CONC. SLAB #6 HORIZONTAL BARS @ 10" O.C., E.F. 3" COVER MIN.

#7 VERTICAL BARS

@ 6" O.C. , E.F.

16" THICKCONC. WALL

#6 HORIZONTAL BARS @ 10" O.C. E.F. , 3" COVER MIN.



30" DEEP CONC. PAD

19' -

6"

1' -

6"

B-1

B-2

1' - 0" 2' - 0" 8"

1' -

6"6"

1' - 0" 4' - 0"

3" 5' - 10" 1' - 0" 11' - 0" 1' - 0"

6' - 5 3/8"

7' -

6"10

"8"

7' - 6" 14' - 10"

#6 VERT DOWEL @ 6" O.C.

S-5.12

SimS-5.1

5Sim

S-5.15

Sim

S-5.14

Sim

S-5.16

TYP.

A A-1 B C

10' - 2" 3' - 10" 6' - 5"

A-1

ROOF LEVEL11' - 0"




PLAN

EXISTING GRADE(V.I.F.)-3' - 6"


HATCH ACCESS

3' - 0"

EL. (±) -6.52'TOP ELEVATION OF PIPE(VERIFY W/CIVIL PLANS)

36" DIAMETER PIPE


(REBAR FOR OPENING NOT SHOWN FOR CLARITY)

12' - 10"

11' -

6"

2' -

6"

9' -

0"

1' -

0"


3' - 6"

8"

3' -

6"


#6-90° STD. HOOK@ 6" O.C.

3#6 CONT.

1' - 0" 6"


1' -

1"

1' - 1" 5' - 4" 1' - 1"

3' - 6"

1' - 4"

7' - 6"

1' - 4"CORNER CAST-IN-PLACE CONCRETE FILLET. SEE SHEET S-5.1 (TYP)

12"x12" WALL OPENING (BEYOND). REFER TO SHEET 8/S-11 OPENING REINFORCEMENT (TYP). COORDINATE WITH ELECT. PLANS

6"1'

- 0"

EXHAUST FAN OPENING TO BE BELOW THE STRUCTURAL BEAM (BEYOND). CONTRACTOR TO FIELD VERIFY/ COORDINATE THE FINAL LOCATION NOT TO CONFLICT W/ THE CABINET HEIGHTS. SEE MECH. DWGS.

#3 REBAR STIRRUPS @ 12" O.C.

1' - 0"

8"

(3) #5 CONT., TOP & BOTTOM

(2) #5 CONT., MID B-1 & B-2

RB-1

(2) #5 CONT., TOP & BOTTOM

#5-90° STD. HOOK@ 12" O.C.

1' -

0"

12" CONCRETE SLAB W/ #6 @ 8" O.C. E.W. T&B

#3 REBAR STIRRUPS @ 12" O.C.

6" THICK CONCRETE ROOF DECK AS PER PLAN

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

S-3

AS NOTED

12-01-17

LN

DEF

LN

SECTION @ OPENING

SCALE: 3/8" = 1'=0"

2

S-3

PUMP STATION SECTIONS


PUMP HOUSE

172603SECTION SCALE: 3/8" = 1'=0"

1

S-3

DETAIL

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

3

S-3




12" CONCRETE WALL (TYP.)

#5 HORIZONTAL BARS@ 12" O.C. E.F. , 3" COVER MIN. (TYP.)

#5 VERTICAL BARS @ 12" O.C. , E.F. (TYP.)

12" DEEP CONCRETE SLAB SEE DETAIL 2/S-1 FOR REINFORCEMENT

10' -

6"

1' -

0"

21' - 6"

1' - 0" 16' - 2" 1' - 0"1' - 8" 1' - 8"


EL. -11'-6"INTAKELEVEL

1.11 2

30" DEEP CONCRETE SLAB SEE PLAN FOR REINFORCEMENT

2' -

6"

21' - 6"

B-2

8" CMU WALL W/ #5 @ 32" O.C.FULLY GROUTED FILL CELL (TYP.)

12" DEEP CONCRETE PAD W/ #6 @ 8"O.C. E.W. AND T.B. W/ 2" SLOPE

1' - 8" 1' - 8"

2' - 10"

12" CONCRETE WALL

#5 HORIZONTAL BARS@ 12" O.C. E.F. , 3" COVER MIN.

#5 VERTICAL BARS @ 12" O.C. , E.F.

12" DEEP CONCRETE SLAB SEE DETAIL 2/S-1 FOR REINFORCEMENT

15" CONCRETE WALL(BEYOND)

RB-1 RB-1

15" CONCRETE WALL BEYOND


4S-4

3S.5.1

EL. 0'-0"


EL. -3'-6"

EXISTING GRADE(V.I.F.)

INTAKE LEVEL

HATCH ACCESS

3' - 0"



PLAN

(3)-#5 @ EACH EDGE OF THE OPENINGS (TYP)


8S.5.1

11' -

6"

EL. -11'-6"

1' - 8" 1' - 3" 7' - 6" 8" 7' - 6" 1' - 3" 1' - 8"

LOWER SLAB

EL. -20'-6"

9' -

0"

8S.5.1



6"

12"x12" SLAB OPENING. COORDINATE WITH ELECT. PLANS

1' - 0"

6"

12"x12" WALL OPENING. REFER TO SHEET 8/S-11 OPENING REINFORCEMENT (TYP). COORDINATE WITH ELECT. PLANS

3' - 2"

EXHAUST FAN OPENING TO BE BELOW THE STRUCTURAL BEAM. CONTRACTOR TO FIELD VERIFY/ COORDINATE THE FINAL LOCATION NOT TO CONFLICT W/ THE CABINET HEIGHTS. SEE MECH. DWGS.

1.11 2

15" CONCRETE WALL(TYP.)

#6 HORIZONTAL BARS @ 10" O.C. E.F. , 3" COVER MIN.(TYP.)

#7 VERTICAL BARS @ 6" O.C. , E.F. (TYP.)

30" DEEP CONCRETE SLABSEE PLAN FOR REINFORCEMENT

8" CMU WALL W/ #5 @ 32" O.C.FULLY GROUTED FILL CELL (TYP.) 12" DEEP CONCRETE PAD W/

#6 @ 8"O.C. E.W. AND T.B. W/ 2" SLOPE

4"x6" OPENINGS SEE MECHANICAL

DRAWINGS FOR SPECIFICATIONS

3'ø OPENINGS SEE CIVIL DRAWINGS

FOR LOCATION & ELEVATIONS PRIOR TO CONSTRUCTION(SEE TYPICAL OPENING DETAIL FOR ADDITIONAL REINFORCEMENT 7/S-5)

2' -

6"

21' - 6"

RB-1

RB-1

(3) #5 T&B @ EACH EDGE OF OPENING(TYP.)

4' - 0" 4' - 0"


7S.5


3S-5.1

EL. 0'-0"


EL. -3'-6"

EXISTING GRADE(V.I.F.)

(3)-#5 @ EACH EDGE OF THE OPENINGS (TYP)


2' -

10"

4' -

4"3'

- 10

"

11' -

0"

8" CONCRETE CAP W/ 1#5 CONT.

8" PRE-CAST LINTEL

WALL OPENING. SEE ARCH. DWGS.

8" CMU WALL W/ #5 @ 32" O.C.FULLY GROUTED FILL CELL (TYP.)


2' -

10"

4' -

4"3'

- 10

"


8" PRE-CAST LINTEL

WALL OPENING. SEE ARCH. DWGS.


4' - 6"

1' - 9 1/2" 4' - 9" 3' - 9" 4' - 9" 4' - 8 3/8"

PRE-ENGINEERED LIGHT GAUGE METAL TRUSSES BY SPECIALTY ENGINEER (TYP.) SUBMIT SHOP DRAWINGS


1' - 3"7' - 6" 8" 7' - 6"

1' - 3"


1/4"∅-2" LONG TAPCON SCREW PER TRUSS

ROOF FINISH AS PER ARCHITECTURAL PLANS

8" CMU PARAPET WALL


ROOF BEAM AS PER PLAN(RB-1)

EL. 13'-0"TOP OF PARAPET

8" LINTEL BLOCK W/ CONT. # 5

EL. 11'-0"TOP OF SLAB

#5-90° STD. HOOK@ 12" O.C.


Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

SECTION

SCALE: 3/8" = 1'=0"

2

S-4

SECTION

SCALE: 3/8" = 1'=0"

1

S-4

SECTION

SCALE: 3/8" = 1'=0"

3

S-4

S-4

AS NOTED

12-01-17

LN

DEF

LN

PUMP STATTION SECTIONS


PUMP HOUSE

172603

DETAIL (SEE SHEET A-3 FOR DIMENSIONS)

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

4

S-4

LYE EXISTING GRADE ELEVATION -3.5' = 3.5' N.A.V.D.LYE GROUND LEVEL ELAVATION 0.0' = 7.0' N.A.V.D. LYE EXISTING GRADE ELEVATION -3.5' = 3.5' N.A.V.D.

LYE GROUND LEVEL ELAVATION 0.0' = 7.0' N.A.V.D.



16' THICK CONCRETE WALL

30" DEEP CONCRETE PAD W/ #6-90° HOOKED BAR @ 8"O.C., E.W., T&B

#7-90° STD. HOOK VERTICAL DOWEL @ 6" O.C. , E.F. (TYP)

#7 VERTICAL @ 6" E.F.

#6 HORIZ. @ 10" O.C. E.F.

(TYP

.)

36" L

AP M

IN.

3/16"x6" WATERSTOP AS REQUIRED

COVER3"

1' - 0"1"

1' -

1"

1' - 1"

1' -

0"1"

(2) # 5 CONT.

# 3 BENT BAR @ 12" O.C. 10" LONG EPOXY DOWEL 3" EMBEDMENT INTO CONCRETE WALL/ FOOTING (TYP)

CORNER CAST-IN-PLACE 4000 PSI MIN. EPOXY CONCRETE FILLET


#5 VERTICAL BAR @ 32" O.C. (TYP)

12" CONCRET SLABW/ #6 @ 8" O.C., E.F.,T & B (TYP)

8" CMU WALL

30" L

AP T

YP.

#5-90° STD. HOOKDOWEL @ 32" O.C.

8" CMU WALL

#5 VERTICAL DOWEL @ 32" O.C. (TYP)

12" CONCRETE SLAB w/ #6 @ 8" O.C., E.F.,T & B (TYP)

#5 VERTICAL BAR @ 32" O.C. (TYP)

16" THICK CONCRETE WALL (BELOW)

#7-90° STD. HOOK@ 6" O.C.

1' - 0" 2' - 0" 8"

1' -

6"6"

6" 4' - 0" #6 90° STD. HOOKED BAR @ 12" O.C. BOTTOM

#5 HORIZONTAL BAR@ 8" O.C. BOTT.

2'-0" x 4'-6" THICKNED EDGE

12" CONCRETE SLAB W/ #5 @ 12" O.C. E.W T&B


1' -

0"6"

12" DEEP CONCRETE PAD #6 @ 8" O.C. E.W. AND T&B W/ 2" SLOPE 12"x18" CONCRETE BEAM (B-1 OR B-2)

1' - 0"

(3) #5 BOTTOM

#3 TIES @ 12" O.C.

(3) #5 TOP(2) #5 MID

#5-90° STD. HOOK@ 12" O.C.

#5-90° STD. HOOK@ 6" O.C.

6" THICK ROOF SLAB AS PER PLAN

LINTEL BLOCK

#5 HORIZONTAL BAR

#5 VERTICAL BAR @ 32" O.C.

GROUT FILLED

8" CMU WALL

11"(3) #5

#5 @ 12" O.C.

TOP OF ROOF SLAB

EL. 13'-0"TOP OF PARAPET

EL. 11'-0"TOP OF SLAB

8" CMU WALL

C-1

(4) # 5 VERTICAL BARS

#3 TIES @ 12"O.C.

8"

12"

REFER TO MASONRY NOTES FOR DUROWALL

#5-90° STD. HOOK@ 12" O.C.

1S-4

8" THICK CONCRETE WALL

30" DEEP CONCRETE PAD W/ #6-90° HOOKED BAR @ 8"O.C., E.W., T&B

#6-90° STD. HOOK VERTICAL DOWEL @ 8" O.C. , E.F. (TYP)

#6 @ 8" O.C. (TYP)

3/16"x6" WATERSTOP AS REQUIRED

#6 HORIZONTAL DOWELS E.F @ 8" O.C. 90° STD. HOOK (TYP) SEE SHEET S-1

2' -

5"

1"

11"

# 3 BENT BAR @ 12" O.C. 10" LONG EPOXY DOWEL 3" EMBEDMENT INTO CONCRETE WALL/ FOOTING (TYP)

(2) # 5 CONT. TYP


1' - 0" 1" 8" 1" 1' - 0"

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

S-5.1

PUMP STATION DETAILS


PUMP HOUSE

DETAIL

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

1

S-5.1DETAIL

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

2

S-5.1

DETAIL

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

3

S-5.1

DETAIL

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

4

S-5.1

DETAIL- EDGE BEAM

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

5

S-5.1

FILL-IN CONCRETE CURB DETAIL

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

6

S-5.1

DETAIL - TYPICAL CMU WALL & COLUMN CONNECTION (PLAN VIEW SECTION)

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

7

S-5.1

AS NOTED

12-01-17

LN

DEF

LN

172603

DETAIL

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

8

S-5.1


1' -

4"

1' - 3"

16" THICK CONC. WALL AS PER PLAN

#6 - 90° BENT BARS @ 8" O.C. VERTICALLY (TYP.)

#6 HORIZ. BAR, CONT. @ 8" O.C. E.F. (TYP.)

#8 VERT. BAR, CONT. @ 6" O.C. E.F. (TYP.)

#5-90° STD. HOOK@ 12" O.C.

LAP

12" MIN.

CLA

SS "B

" TEN

SIO

N L

AP

SHO

WN

ON

DW

GS

DO

WEL

PR

OJE

CTI

ON

AS

6" x 1/4" STEEL WATERSTOP

ROUGHNED SURFACE 1/4" FULL AMPLITUDE

12" MIN.

1' -

3"

#5 x4'-0" LONG @ 12"O.C.

1' -

0"

T/3

T/3

T/3

T

6" x 3/16" STEEL WATERSTOP BONDTO INTERSECTING, WATERSTOP.TERMINATE WATER AND KEYWAY 8" BELOW TOP OF WALL CONTINUOUS REINF

OR LAP AS SHOWN

WHERE SHOWN1 5/8" KEYWAY

TENSION LAPCLASS "B"

3" CLEAR TYP.

INTIAL CAST

TENSION LAP TYP.

CLASS "B"AREA EQUAL TO 50% OF INTERRUPTED BARS EACH SIDE W/ MATCHINGDOWELS

INTERRUPTED BARS

AREA EQUAL TO 50% OF INTERRUPTED HORIZ. BARS

INTERUPTED BARS

TENSION LAP TYP.

CLASS "B"

TYP.+/- 12

"

AREA EQUAL TO 50% OF INTERRUPTED BARS EACH SIDE

INTERRUPTED BARS

2#4 AT 4"EF TYP

CONTRACTOR TO COORDINATE WITH LINK-SEAL MANUFACTURER FOR THE SLEVE/ CASING / WALL HOLE I.D.

NOTE:WHERE OPENING IS WITHIN 4'-0" OF BASE SLAB PROVIDEMATCHING DOWELS FOR ADD BARS

TENSION LAP TYP.

CLASS "B"


2#4 x 4'-0" AT 4"EF TYP

INTERRUPTED BARS

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

S-5.0

AS NOTED

12-01-17

LN

DEF

LN

PUMP STATION STANDARD DETAILS


WALL CORNER REINFORCING

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

1

S-5

WALL INTERSECTION REINFORCING

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

2

S-5

WALL BASE CONC. JOINT

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

3

S-5

WALL CONTROL JOINT

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

4

S-5 WALL CONSTRUCTION JOINT SCALE: 1-1/2" = 1'=0"

5

S-5

SLIDE GATE FLUSH BOTTOM

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

6

S-5

REINFORCING AT CIRCULAR OPENINGS

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

7

S-5REINFORCING AT RECTANGULAR OPENINGS SCALE: 1-1/2" = 1'=0"

8

S-5

172603


ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALLCOMPLY WITH THE MOST RECENT EDITION OF THE FLORIDABUILDING CODE (2014), CITY LABOR LAWS, CITY ORDINANCES, CITY/COUNTY ZONING CODES, RULES AND REGULATIONS, ANDANY APPLICABLE CODES. THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING ALL REQ'D PERMITS TO CARRYOUT THE WORK DESCRIBED IN THE CONSTRUCTIONDOCUMENTS.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTIONWITH PROJECT SPECIFICATIONS, ARCHITECTURAL,MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND SITEDRAWINGS. CONSULT THESE DOCUMENTS FOR SLEEVES,DEPRESSIONS AND ANY OTHER DETAIL NOT SHOWN ON THESTRUCTURAL DOCUMENTS.

ALL DIMENSIONS AND CONDITIONS MUST BE VERIFY IN THEFIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER OF RECORD BEFOREPROCEEDING WITH THE AFFECTED PART OF THE WORK.CONTRACTOR(S) SHALL FAMILIARIZE HERSELF/ HIMSELFWITH ALL THE EXISTING CONDITIONS

AT THE SITE RELATIVE TO SCOPE OF WORK RELATING TOTHIS PROJECT, MATERIALS HANDLING, STORAGE ANDDELIVERY, WORKING SPACE AVAILABLE, SAFETYPRECAUTIONS REQUIRED, AND ALL OTHER CONDITIONSNECESSARY TO THE MAKING OF AN ACCURATE ANDCOMPLETE PROJECT BID, NO INCREASE IN PROJECT COSTWILL BE ALLOWED FOR FAILURE OF THE CONTRACTOR TOKNOW EXISTING SITE CONDITIONS.

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING ANDSTABLE AFTER THE BUILDING IS COMPLETED. IT IS THECONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTIONPROCEDURES AND SEQUENCING TO ENSURE SAFETY OF THEBUILDING AND ITS COMPONENTS DURING ERECTION. THISINCLUDES THE ADDITION OF NECESSARY SHORING,SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.

DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ANYDIMENSIONS NOT INDICATED ON DRAWINGS SHALL BECONFIRMED WITH ENGINEER PRIOR TO CONSTRUCTION.

NO WORK SHALL BE PERFORMED OUTSIDE THE PROJECTLIMITS WITHOUT PRIOR WRITTEN APPROVAL FROM THEBUILDING OWNER AND OR ENGINEER.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATINGTHE WORK OF ALL TRADES AS REQUIRED FOR COMPLETIONOF WORK.

MATERIALS SHALL BE NEW, OF QUALITY SPECIFIED,DELIVERED IN A TIMELY FASHION AND AMPLE QUANTITY TOPREVENT DELAY OF WORK. SUBSTITUTIONS REQUIRE PRIORAPPROVAL FROM ENGINEER.

THERE ARE NO SUBSTITUTIONS ALLOWED UNLESSAPPROVED BY THE ENGINEER. THE G. C. SHALL SUBMIT INWRITING ALL REQUESTS FOR SUBSTITUTIONS.THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING TO THE ENGINEERPRIOR INSTALLATION, IF ANY UNFORESEEN CONDITIONS AFFECTING INSTALLATION ACCORDING TO

ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BETYPICAL CONDITIONS UNLESS DETAILED OR NOTEDOTHERWISE.

CODES AND STANDARDS

THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THEFOLLOWING CODES:

A FLORIDA BUILDING CODE / 2014 EDITION & SUPPLEMENT

B BUILDING CODE REQUIREMENTS FORREINFORCED CONCRETE (ACI 318-11).

C MANUAL OF STANDARD PRACTICE FOR DETAILINGREINFORCED CONCRETE STRUCTURES (ACI 315 /LATEST EDITION)

D MANUAL FOR STANDARD PRACTICE FOR WELDINGREINFORCED STEEL INSERTS & CONNECTIONS INREINFORCED CONCRETE CONSTRUCTION AWS. D1.4 /LATEST EDITION.

E SPECIFICATION FOR THE DESIGN. FABRICATION &ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.(AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ASICASD / 9TH EDITION.

ALL CHANGES AND ADDITIONS MADE ON RE-SUBMITTAL MUSTBE CLEARLY FLAGGED AND NOTED THE PURPOSE OF THERE-SUBMITTAL MUST BE CLEARLY NOTED ON THE LETTER OFTRANSMITTAL. ENGINEER REVIEW WILL BELIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL.

SHOP DRAWINGS REQUIRED ENGINEERING INPUT BYSPECIALTY ENGINEER

SUBMITTAL SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECTAND APPLICABLE CODES, LIST DESIGN CRITERIA, AND SHOWALL DETAILS AND PLANS NECESSARY FOR PROPERFABRICATION AND INSTALLATION CALCULATIONS AND SHOPDRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED.GENERIC PRODUCT WILL NOT BE ACCEPTED.

SHOP DRAWING AND CALCULATIONS MUST BE PREPAREDUNDER THE DIRECT SUPERVISION AND CONTROL OF THESPECIALTY ENGINEER.

SHOP DRAWINGS AND CALCULATIONS REQUIRE THEIMPRESSED SEAL, DATE AND SIGNATURE OF THE SPECIALTYENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLESUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEYARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVEINFORMATION TO PERMIT THEIR PROPER EVALUATION, SUCHDESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSEDSEAL AND SIGNATURE OF THE SPECIALTY ENGINEER AS ANINDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITYFOR THE RESULT.

DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FORFABRICATION AND INSTALLATION, (SUCH AS REINFORCINGSTEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTIONDRAWINGS), AND REQUIRING NO ENGINEERING INPUT DONOT REQUIRE THE SEAL OF A SPECIALTY ENGINEER.

REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OFSUBMITTAL IS LIMITED TO VERIFY THE FOLLOWING:

THAT THE SPECIFIED STRUCTURAL SUBMITTALHAVE BEEN FURNISHED.

THAT THE STRUCTURAL SUBMITTAL HAVE BEENSIGNED AND SEALED BY THE SPECIALTY ENGINEER.

THAT THE SPECIALTY ENGINEER HASUNDERSTOOD THE DESIGN INTENT AS HAS USEDTHE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILCHECK OF DIMENSIONS OR QUANTITIES WILL BEMADE.)

THAT THE CONFIGURATION SET FORTH IN THESTRUCTURAL SUBMITTAL IS CONSISTENT WITH THECONTRACT DOCUMENTS. (NO DETAIL CHECK OFDIMENSIONS OR QUANTITIES WILL BE MADE).

SUBMITTAL NOT MEETING THE ABOVE REFERENCEDCRITERIA WILL NOT BE REVIEWED

FORMWORK AND SHORING (CONCRETE SLABS AND BEAMS)

NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HASREACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGNSTRENGTH. A MINIMUM OF 3 STORIES OF SHORING AND (/OR)RE-SHORING SHALL BE USED WHICH SHALL CONSIST OF ONECOMPLETE SET OF VERTICAL SHORES AND TWO SETS OFVERTICALS SHORES THAT COMPROMISE AT LEAST 50% OF ACOMPLETE SET.DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK,SHORES AND RE-SHORES SHALL MEET REQUIREMENTS SETFORTH IN ACI STANDARDS 347 AND 301.DRAWINGS FOR SHORING AND RE-SHORING SHALL BEPREPARED BY A FLORIDA REGISTERED PROFESSIONALENGINEER.

PLUMBING SLEEVES

MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERSCENTER TO CENTER OF LARGER SLEEVE OR 6" CLEARBETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TOCONSTRUCTION, SLEEVE LOCATIONS AND SIZES SHALL BEAPPROVED BY THE ENGINEER OF RECORD.

REINFORCING STEEL

SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREEFROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCEWITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILSOF ACI STANDARDS AND SPECIFICATIONS. SECUREAPPROVAL OF SHOP DRAWINGS PRIOR COMMENCING ANYFABRICATION.

F SPECIFICATION FOR STRUCTURAL CONCRETE FORBUILDINGS. ACI 301 / LATEST EDITION.

G BUILDING CODE REQUIREMENTS AND SPECIFICATIONSFOR MASONRY STRUCTURES (ACI 530-05 & ACI 530.1-05).

DESIGN CRITERIA

ALL WORK SHALL CONFORM WITH THE MINIMUM STANDARDSAS SPECIFIED IN THE FLORIDA BUILDING CODE LATESTEDITION AND ASCE 7-10.

LOAD COMBINATION AS PER ASCE 7-10

ASD1 D + (L OR LR)2 D + 0.75L + 0.75LR3 D + 0.6(WP OR WS)4 D + 0.75L + 0.75LR + 0.75(0.6WP OR 0.6WS)LRFD1 1.2D + 1.6L + 0.5LR2 1.2D + 1.6LR + 1.0L3 1.2D + 1.6 LR + 0.5(WP OR WS)4 1.2D + (WP OR WS) + L = 0.5LR5 0.9D + 1.0(WP OR WS)

MISC. STRUCTURAL STEEL 36,000 PSIREINFORCEMENT - STEEL 60,000 PSI

CONCRETEMINIMUM 28 STRENGTH 4,000 PSIEXCEPT AS FOLLOWS U.N.O.ROOF DECK 4,000 PSIBEAM 4,000 PSICOLUMN 4,000 PSIWALL 4,000 PSIFOUNDATION 4,000 PSI

SOIL BEARING AS PER GEOTECHNICAL REPORT DATED MARCH 2017. BY NUTTTING ENGINEERING

SPECIAL INSPECTION

THE OWNER SHALL EMPLOY A QUALIFIED SPECIALINSPECTOR TO PERFORM INSPECTIONS IN ACCORDANCEWITH THE "THRESHOLD INSPECTION GUIDELINES", ISSUEDSEPARATELY BY THE ENGINEER OF RECORD.THE SPECIAL INSPECTOR SHALL CERTIFY WITH HIS SEAL ANDSIGNATURE AT THE END OF CONSTRUCTION, THAT THECONSTRUCTION OF THIS STRUCTURE HAS BEEN COMPLETEDACCORDING TO THE PROJECT PLANS AND SPECIFICATIONS.

SPECIAL INSPECTIONS SHALL BE PERFORMED BY AREGISTERED PROFESSIONAL ENGINEER LICENSED TOPERFORM INSPECTIONS UNDER FLORIDA THRESHOLD LAWOR HIS QUALIFIED FULL TIME EMPLOYEE.

SHOP DRAWING REVIEW

SHOP DRAWINGS WILL BE REVIEWED FOR GENERALCOMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACTDOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACTDOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS,DIMENSIONS, ETC.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THECONTRACTOR PRIOR TO SUBMITTAL TO THEARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUTREVIEW WILL BE RETURNED UNCHECKED.

IN ALL INSTANCES THE CONTRACT DOCUMENTS WILLGOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISESPECIFIED IN WRITING BY THE ENGINEER OF RECORD.

REPRODUCTION OF STRUCTURAL DRAWINGS FOR USE ASSHOP DRAWINGS IS NOT PERMITTED.

WELDED WIRE FABRIC

TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE ANDRUST AND PLACE IN ACCORDANCE WITH THE TYPICALPLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS.MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.

EMBEDDED ITEMS IN CONCRETE

EMBEDDED ITEMS INCLUDING BUT NOT LIMITED TO STEELPLATES FOR CONNECTIONS, WATER STOPS, DOVETAIL SLOTSFOR MASONRY ANCHORS, INSERTS FOR GLASS DOOR ANDRAILS, DOWNSPOUT PIPES IN COLUMNS SHALL BECOORDINATED BY THE CONTRACTOR IN A TIMELY MANNER.ALL EMBEDDED STEEL PLATES FOR THE CONNECTION OFWALL FRAMING, ROOF FRAMING AND MISCELLANEOUS STEELSHALL BE COORDINATED WITH WALL PANEL JOINTS ANDOPENINGS. SUBMIT SHOP DRAWINGS AND OBTAIN ENGINEERAPPROVAL PRIOR CONCRETE PLACEMENT.

CONCRETE

SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TOACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH APLASTIC AND WORKABLE MIX:4,000 PSI FOR COLUMN: WATER TO CEMENT RATIO BYWEIGHT SHALL NOT EXCEED 0.504,000 PSI FOR FOUNDATION AND SLABS ON GRADE; WATERTO CEMENT RATIO BY WEIGHT SHALL NOT EXCEED 0.60.

4,000 PSI FOR BEAM: WATER TO CEMENT RATIO BY WEIGHTSHALL NOT EXCEED 0.504,000 PSI FOR ALL STRUCTURAL CONCRETE; WATERTO CEMENT RATIO BY WEIGHT SHALL NOT EXCEED 0.50

CONCRETE SHALL BE PLACED AND CURED ACCORDING TOACI STANDARDS AND SPECIFICATIONS.

SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELDCYLINDERS OR LAB TEST FOR REVIEW PRIOR TO USE. MIXSHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHERPOSITIVE IDENTIFICATION. MIX SHALL MEET THEREQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE.CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFASTM STANDARDS C94 FOR MEASURING, MIXING,TRANSPORTING, ETC.

CONCRETE TICKETS SHALL BE TIME STAMPED WITHCONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMTHE TIME THE MIXING WATER IS ADDED UNTIL IT ISDEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONAND ONE HALF, (1 1/2), HOURS. IF FOR ANY REASON THERE ISA LONGER DELAY THAN THAT STATED ABOVE, THECONCRETE3 SHALL BE DISCARDED, IT SHALL BE THERESPONSIBILITY OF THE TESTING LAB TO NOTIFY THEOWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANYNONCOMPLIANCE THE ABOVE.

ALL SLABS SHALL BE CURED USING A DISSIPATING CURINGCOMPOUND MEETING ASTM STANDARD C309 TYPE 1 ANDSHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BEPLACED AS SOON AS THE FINISHING IS COMPLETED OR ASSOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETEALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANESHALL BE RECOATED DAILY.

ALL CONCRETE SHALL HAVE MID-RANGE WATER REDUCINGADMIXTURE CONFORMING TO ASTM C494 TYPE A.ADMIXTURES CONTAINING CHLORIDE IONS MORE THAN 0.05PERCENT BY WEIGHT IN THE ADMIXTURE SHALL NOT BEUSED. OTHERS ADMIXTURES SHALL BE APPROVED BY THEENGINEER OF RECORD. AIR-ENTRAINING ADMIXTURES SHALLNOT BE USED IN STRUCTURAL CONCRETE.

ALL CONCRETE MIX DESIGN DESIGNS SHALL INCLUDE AWRITTEN DESCRIPTION INDICATING WHERE EACHPARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE.

ALL CONCRETE DESIGN MIX SUBMITTAL SHALL INCLUDETESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OFACI 318.

CONCRETE TESTING

AN INDEPENDENT TESTING LABORATORY SHALL PERFORMTHE FOLLOWING TEST ON CAST IN PLACE CONCRETE;ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OFPORTLAND CEMENT CONCRETE". MAXIMUM SLUMP SHALL BE4" INCHES. CONCRETE CONTAINING MID-RANGE WATERREDUCED SHALL HAVE A MAXIMUM SLUMP OF 7.5 INCHES.

ASTM C39 - " STANDARD TEST METHOD FOR COMPRESSIVESTRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." ASEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS,FOR EVERY 50 CUBIC YARDS, OR FRACTION THEREOF,PLACED PER DAY. REQUIRED CYLINDERS QUANTITIES ANDTEST AGE AS FOLLOWS:

1 AT 7 DAYS 2 AT 28 DAYS

ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDERTHE DIRECTION OF THE ENGINEER, IF REQUIRED, IF 28 DAYSTRENGTH IS ACHEIVED, THE CYLINDER MAY BE DISCARDED.PENETRATION

NO PENETRATING SHALL BE MADE IN ANY STRUCTURALMEMBERS OTHER THAN THOSE LOCATED ON THESEDRAWINGS WITHOUT PREVIOUS APPROVAL OF THEENGINEER.

CHEMICAL ANCHORS.

SHALL BE TWO PART EPOXY POLYMER INJECTION SYSTEM,SUCH AS RAMSET 'EPCON", RAWL "FOIL-FAST" CARTRIDGESYSTEM, DUR-O-WALL, "DUR-O-PAIR" EPOXY ANCHOR, ORHILTI HSE2411 EPOXY DOWELING SYSTEM, OR APPROVEDEQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURERSINSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THEMANUFACTURER'S REPRESENTATIVE.

WELDING

WELDING SHALL BE DONE BY A CERTIFIED WELDERS USINGASTM E70XX SERIES FOR SHOP WELDING A36 STEEL, ANDE70XX SERIES LOW HYDROGEN ELECTRODES FOR ALLWELDING OF HIGH STRENGTH STEELS AND FOR ALL FIELDWELDING.

WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUMDESIGN REQUIREMENTS. THE FABRICATOR'S SHOP SHALLREFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS.

FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BYULTRASONIC TESTING. TWENTY-FIVE PERCENT OF THEWELDS SHALL BE INSPECTED AT RANDOM UNLESS NOTEDOTHERWISE, SEE SPECIFICATIONS FOR ADDITIONALREQUIREMENTS. IF NON- COMPLIANCE IS FOUND, ADDITIONALTEST MAY BE ORDERED BY THE ENGINEER AT THE EXPENSEOF THE CONTRACTOR.

WHEN WELDS ARE NOT CALLED OUT ON DRAWINGS, THEYARE MINIMUM SIZE CONTINUOUS FILLET WELDS INACCORDANCE WITH AWS D1.1. FILLET WELDS NOT SPECIFIEDAS TO LENGTH SHALL BE CONTINUOUS.

UNLESS NOTED OTHERWISE ON THE DRAWINGS ALL GROOVEWELDS SHALL BE FULL PENETRATION.PROVIDE FILLET WELDS AT ALL CONTACT JOINT BETWEENSTEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLETENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE.

GENERAL NOTES

SPECIFICATIONS.

Q= REFER TO SOIL REPORT FOR SOIL BEARING CAPACITYSOIL UNIT WEIGHT= 115 PCFFRICTION ANGLE= 30°

LOADING PUMP STATION ROOF

LIVE LOAD= 30 PSFSUPER IMPOSE= +25 PSFTOTAL 55 PSF

FLOOR SLAB:LIVE LOAD= 150 PSFSUPER IMPOSE= +25 PSFDEAD LOAD= +25PSFTOTAL 200 PSF

WIND LOAD:WIND SPEED= 180 MPHEXPOSURE= DCATEGORY= III

DEWATERING AS PER GEOTECHNICAL REPORT

DEWATERING

PROVIDE REQUIRED DEWATERING DURING ENTIRE PERIOD OF FOUNDATION SLAB AND PUMP STATION STRUCTURE CONSTRUCTION; PIPE INSTALLATION AND TEMPORARY SHEET PILING ACROSS THE CANAL AS PER LOCAL GOVERNING AUTHORITY REQUIREMENTS.



MASONRY NOTES:

AS REQ'D. MINIMUM LOAD CARRYING CAPACITY 1500 LB/FT NOT TO EXCEED 6'-0" WIDE OPENING.

ACI 531, LATEST EDITION.

12. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES",

11. PRECAST CONCRETE LINTELS SHALL BE PROVIDED IN ALL MASONRY OPENINGS

9. ALL MASONRY SHALL BE LAID UP IN RUNNING BOND, UNLESS STIPULATED

10. PROVIDE 8" OF BEARING EACH END FOR BLOCK LINTELS, TYPICAL UNLESS

OF CORES TO BE FILLED (UNLESS NOTED OTHERWISE).

NOTED OTHERWISE. FILL BLOCK CORES SOLID FOR 2 COURSES BELOW BEARING, UNLESS OTHERWISE NOTED. NOTE DOOR DIM. ARE NOMINAL.

OTHERWISE BY THE ENGINEER.

B. PLACE GROUT IN MAXIMUM 8'-0" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET FOR MINIMUM OF 24-HOURS BETWEEN EACH SUCCEEDING 8'-0" LIFT. PROVIDE CLEANOUTS AT BOTTOM

SUCCEEDING 4'-0" LIFT (UNLESS NOTED OTHERWISE).

8. GROUTING OF WALLS SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:

A. PLACE GROUT IN MAXIMUM 4'-0" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET FOR MINIMUM OF 15 MINUTES BETWEEN EACH

7. GROUT FOR BOND BEAMS, PILASTERS, AND CORE FILL SHALL HAVE A

WITH ASTM C-476 AND A MAXIMUM SIZE OF AGGREGATE OF 3/8".

REINFORCING BARS SHALL BE ACCURATELY POSITIONED ACCORDING TO THE DRAWINGS AND SHALL BE SECURED TO PREVENT DISPLACEMENT DURING GROUTING.

MINIMUM f'c = 3000 PSI @ 28 DAYS AND SHALL BE IN ACCORDANCE

CALCIUM CHLORIDE SHALL NOT BE USED IN GROUT.

PLANS FOR VARIATIONS.

6. CONTACT LAP SPLICES FOR VERTICAL REINFORCING (UNLESS NOTED OTHER-WISE:

SPLICES. PROVIDE SPECIAL PREFABRICATED TEES AND CORNER UNITS AT INTERSECTING WALLS FOR WALLS LAID UP IN STACK BOND. SEE

COMPRESSION SPLICES: 30 DIAMETERS TENSION SPLICES: 48" DIAMETER FOR 3, & #4;30" FOR #5; 36" FOR #6; 45" FOR #7

5. PROVIDE MASONRY HORIZONTAL REINFORCING AT 16" O.C.

HAVE "LADDER" TYPE REINFORCING. PROVIDE A MINIMUM 6" LAP AT

THE FACE OF THE UNIT OR WALL, NOT LESS THAT THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. MORTAR JOINTS SHALL BE MAIN- TAINED AT 3/8" THICKNESS FOR BOTH THE HORIZONTAL AND VERTICAL

HAVE "TRUSS" TYPE REINFORCING AT 16" O.C. EXCEPT THE TOP 3 COURSES SHALL BE 8" O.C. WALLS LAID UP IN RUNNING BOND MAY

IN ALL MASONRY WALLS. WALLS LAID UP IN STACK BOND SHALL

JOINTS, UNLESS NOTED OTHERWISE.

BE USED IN MORTAR.

3. MORTAR: THE MORTAR USED FOR MASONRY CONSTRUCTION SHALL BE

4. CONSTRUCTION: THE FIRST COURSE OF ALL HOLLOW MASONRY SHALL

SHALL BE FILLED SOLIDLY WITH MORTAR FOR A DISTANCE IN FROM

TYPE "M" BELOW GRADE AND TYPE "S" ABOVE GRADE AND SHALL CONFORM TO ALL THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE, LATEST EDITION. CALCIUM CHLORIDE SHALL NOT

BE LAID IN A FULL BED OF MORTAR. ALL UNITS SHALL BE LAID WITH FULL FACE SHELL MORTAR BEDS. ALL HEAD AND END JOINTS

1. USE CODE FOR MASONRY ACI 530-93 AND CONSTRUCTION NATIONAL

2. CONCRETE MASONRY UNITS: THE QUALITY STANDARDS FOR THE UNITS SHALL CONFORM TO THE AMERICAN STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING MASONRY UNITS (ASTM C90-70). MINIMUM f'm SHALL BE 1500 PSI BASED ON THE SHELL FACE MORTAR BEDDING.

CONCRETE MASONRY ASSOCIATION.

13. 9 GAUGE GALVANIZED DUROWALL HORIZONTAL REINFORCEMENT @ EVERY OTHER COURSE EXTEND 3" INTO TIE COLUMN

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

S-6

AS NOTED

12-01-17

LN

DEF

LN

PUMP STATION NOTES


172603


DESIGN WIND PRESSURE PSF (ULTIMATE)

ZONE POSITIVE NEGATIVE

1 60 - 64.6

2 60 - 91.2

3 60 - 118

3 2 3

2 1 2

3 2 3

a = 3 ft (TYP)

WIND PRESSURE PSF (ULTIMATE)

POSITIVE

DOOR 61.9 67.3

POSITIVE

WINDOW 61.9 66.7

2S.10

14'-0" x 36'-0" x 2'-6" , CONCRETE SLABON 3'-0" DEEP TREMIE CONCRETE BED

MAT

FO

OTI

NG

ED

GE

MAT

FO

OTI

NG

ED

GE

MAT FOOTING EDGE

MAT FOOTING EDGE

1S.10

12" CONRETE WALL W/ #6 @ 8" O.C. E.W. AND E.F.(TYP.)

EL. 0'-0" TOP OF SLAB

4S.10

F-1

F-1

F-1

4' - 0" DIAMETER 2' - 0" 4' - 0" 4' - 0" DIAMETER6' - 0" 2' - 0"

1' - 0" 36' - 0" 1' - 0"

7"12

' - 2

"1'

- 0"

120.00°

BATTERED PILE12" x 12" (TYP)

10' - 0"

DIAMETER WALL OPENINGSEE ELEVATION

3' - 0" 3' - 0"4' - 0" DIAMETER 2' - 0"

8" THICKPRECAST CONCRETE WALL PANEL (TYP)

KING PILE12" x 12" (TYP)



W1

W3

W6

W4

#6-90° STD. HOOKED REBARS@ 8" E.W., T&B



2' -

0"7'

- 0"

2' -

0"7'

- 0"

2' -

6"

3' -

2"

6' - 1"

2' -

6"7'

- 6"

2' -

0"7'

- 6"

2' -

0"

1' -

0"

1' -

0"

12' -

0"

9' -

6"9' -

0"11

' - 6

"

1 2 3

14' - 1" 7' - 10"

4

14' - 1"

A

B

1' -

7"

4' - 1"5' - 9"

W5W2

10S-11



NEW PIPE VERIFY W/ CIVIL PLAN FOR LOCATION AND ELEVATION

10' -

2"

6" 6"

1' - 8"

1' - 8"

6' - 8"4' - 8

"

13' - 0" 13' - 0"

MAT FOOTING EDGE

WALL OPENING. SEE ELEVATION

2' - 0"

6'-0" x 9" CONCRETE SLAB OPENING TO HOUSE SLIDE GATE

FOOTING

FOOTING

FOOTING

FOOTING

FOO

TIN

G

FOO

TIN

G

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

FOUNDATION PLAN (EL 0'-0")

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

1

S-70' 1' 2'

S-7

AS NOTED

12-01-17

LN

DEF

LN

CONTROL STATIONFOUNDATION & SEA WALL LAYOUT PLAN

HALLANDALEPUMP STATION AND CONTROL STRUCTURE-

CONTROL STRUCTURE

172603


1

1

2

2

3

3

4

4

AA

B B

2S.10

1S.10

4S.10

14' - 0" 7' - 10" 14' - 2"

B-1B-2B-2

L-1: 6" x 4" x 1/4" CONT. STAINLESS STEEL ANGLE W/ 3/8" DIA. ANCHOR INTO CONCRETE WALL @ 24" O.C.

L-2: 6" x 4" x 1/4" CONT. STAINLESS STEEL ANGLE W/ 1/2" DIA. ANCHOR BOLT EPOXY INTO CONCRETE WALL @ 24" O.C.

ALUMINUM GRATING / ANGLE BRACKET SUPPORT AND CONNECTIONS

BY SPECIALTY ENGINEER. SUBMIT SIGNED AND SEALED SHOP DRAWING AND

CALCULATION TO E.O.R. FOR APROVAL PRIOR TO CONSTRUCTION (TYP)

12" CONCRETEWALL (TYP)

B-1

#6 @ 8" O/CE.W./ E.F.(TYP.)

L-2

L-2

9

S.11

L-2 L-1L-1

L-1 L-2 L-1

4

S.11

6' - 10" 6' - 10"

BEAM SCHEDULES

Nº TYPE TOP EL SIZE REINF.

B-1 CONCRETE 12" x 18"

B-2 ALUMINUM W 10 x 22 N.A.

SEE DETAIL9'-6"

9'-6"

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

UPPER LEVEL PLAN (EL. 12'-0")

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

1

S-80' 1' 2'

S-8

AS NOTED

12-01-17

LN

DEF

LN

CONTROL STATION UPPER LEVEL PLAN

HALLANDALE PUMP STATION AND CONTROL STRUCTURE -

CONTROL STRUCTURE

172603


FOUNDATION0' - 0"

1234

F.F.ELV.11' - 4"

2' -

6"2' - 0" 2' - 0"4' - 0" 4' - 0"6' - 0"3' - 0"

7S.11

2#4 ADDITIONAL REBAR AROUND THE OPENING SEE DETAIL 8/S-11#3 U BAR STIRRUPS AT 8"

O.C. BETWEEN VERTICAL BAR

#6 @ 8" O.C. E.W. E.F.

2#4 ADDITIONAL REBAR AROUND THE OPENING SEE DETAIL 7/S-11 (TYP)

TYP.

4' - 0" 2' - 0" 4' - 0" 2' - 0"

7' -

6"

3' - 0"

1' - 0" 1' - 0"

SEE CIVIL DWGS FOR ELEVATIONS

36' - 0"

SEE CIVIL PLANS

SLIDE GATE HOUSING. SEE SECTION DETAIL 4/S-10

FOUNDATION0' - 0"

1 2 3 4

F.F.ELV.11' - 4"

38' - 0"

#6 ADDITIONAL REBAR AROUND THE OPENING SEE DETAIL 8/S-11

#3 U BAR STIRRUPS AT 8" O.C. BETWEEN VERTICAL BAR

1' - 0"1' - 0"

36' - 0"

13' - 0"10' - 0"13' - 0"

SEE CIVIL PLAN

FOUNDATION0' - 0"

AB

F.F.ELV.11' - 4"

2' -

6"

#6 @ 8" O.C. E.W. E.F.

12' - 0"

1' - 0"7"

SEE CIVIL PLANS

FOUNDATION0' - 0"

A B

F.F.ELV.11' - 4"

7"1' - 0"

#8 @ 0' - 8" (E)#5 @ 0' - 8" (E)#8 @ 0' - 8" (I)#5 @ 0' - 8" (I)

#6 @ 8" O.C. E.W. E.F.

12' - 0"

SEE CIVIL PLANS

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

S-9

AS NOTED

12-01-17

LN

DEF

LN

SOUTH ELEVATION WALL

SCALE: 3/8" = 1'=0"

1

S-9

NORTH ELEVATION WALL

SCALE: 3/8" = 1'=0"

3

S-9

CONTROL STATION ELEVATIONS

HALLANDALE PUMP STATION AND CONTROL STRUCTURE -

CONTROL STRUCTURE

WEST ELEVATION WALL

SCALE: 3/8" = 1'=0"

2

S-9

EAST ELEVATION WALL SCALE: 3/8" = 1'=0"

4

S-9

172603

14'-0" x 38'-0" x 2'-6"CONCRETE SLABPER PLAN

10'-0" DIA. WALL OPENINGPER CIVIL PLAN #6 @ 8" O/C

E.W. E.F.12" THICKCONCRETE WALL

2 #4 EACH SIDESEE DETAIL 7/S-11(TYP)

SEE CIVIL DWGS FOR ELEVATIONS


1 2 3 4

12" CONCRETE WALL

#6 VERTICAL BAR 3'-0" LONG

18" DEEP CONCRETE PAD W/ #6 90 DEG. HOOK BARS8" O.C. E.W. AND T.B.

12" CONCRETE WALL

#6 VERITCAL BAR @ 8" O.C. E.F. / E.W. (TYP)

#6 90 DEG. HOOK BAR @ 3'-0" LONG LAP @8"O.C.

30" DEEP CONCRETE PAD W/ #6 @ 8"O.C. E.W. AND T.B.

14' - 2"7' - 10"14' - 0"

36' - 0"

34' - 0"

S.103

S.105

S.105

Sim

S.106

S.107

14' - 2"7' - 10"6' - 10"7' - 2"

B-2 B-1 B-1 B-2

A B

12" CONCRETE WALL (SOUTH WALL) W/ #6 @ 8" O.C., E.W. & E.F.

30" DEEP CONCRETE PAD W/ #6-90° STD. HOOKED BARS@ 8" O.C., E.W., T&B

ALUMINUM HAND RAILTO COMPLY WITH FLORIDA BUILDING CODE PROVIDE SIGN AND SEAL CALCULATIONS AND SHOP DRAWINGS FOR E.O.R. REVIEW AND APPROVAL (TYP.)

3/8" ALUMINUM GRATING SEE DETAILS

12' - 0"

1' - 0" 7"

2' -

6"

#6 VERT. BAR @ 8" O.C., E.F.

#6 HOR. BAR @ 8" O.C., E.F.

12' - 2"

#6 - 90º HOOKED DOWEL @ 8" O.C., E.F.

12" CONCRETE WALL (NORTH WALL)

VERT. #6 @ 8" O.C., E.F.

HOR. #6 @ 8" O.C., E.F.

3" C

OVE

R (T

YP)

LAP

36" M

IN. (

TYP)

3S.10

SIMILAR

1' - 0"

#6 VERT BARS @ 8" O.C., E.F.

#5 HOR. BARS @ 8" O.C., E.F.

#6 BENT BAR @ 8" O.C., E.F. 36" LAP

12" CONC. WALL

#6 - 90º HOOKED BAR@ 8" O.C., T&B

1' - 0"

A B

11' -

4"

1' - 0"

ALUMINUM HAND RAILTO COMPLY WITH FLORIDA BUILDING CODE PROVIDE SIGN AND SEAL CALCULATIONS AND SHOP DRAWINGS FOR E.O.R. REVIEW (TYP)

2' -

6"

ADDITIONAL(3)#6 HOR. BARSAROUND OPENING

B-1 B-3

2 1/2" ALUMINUM GRATING

6S.10

TYP.

1' - 0" 9"

SLIDE GATE HOUSING. COORDINATE WITH SPECIALTY CONTRACTOR

8#6 W/ # 3 REBAR STIRRUPS @ 12" O.C.

30" DEEP CONCRETE PAD W/ #6-90° STD. HOOKED BARS 8" O.C., E.W., T&B

12"x18" CONCRETE BEAM W/ 10#5 AS SHOWN W/ #3 TIES @ 8" O.C.

1' - 6"

1' -

0"

CO

OR

DIN

ATE

W/ M

ANU

FAC

TUR

ER

2 1/2" x 3/16 ALUMINUM GRATING

L-2 ANGLE (SEE SCHEDULES)

WITH 5/8" ANCHOR BOLTS STAGGERED EPOXY

INTOCONCRETE WALL

12" CONC. WALL

1" CHAMFER

2 1/2" x 3/8" ALUMINUM GRATING(REFER TO MANUFACTURER)

ALUMINUM W BEAM. SEE BEAM SCHEDULE ON SHEET S-8

CONNECTIONAS PER MANUFACTURERSPECIFICATION

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

S-10

AS NOTED

12-01-17

LN

DEF

LN

SECTION

SCALE: 3/8" = 1'=0"

1

S-10

SECTION (TYPICAL) SCALE: 3/8" = 1'=0"

2

S-10DETAILSCALE: 3/4" = 1'=0"

3

S-10

SECTION W/ OPENINGS SCALE: 3/8" = 1'=0"

4

S-10

TYPICAL

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

5

S-10

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

6

S-10

CONTROL STATION SECTIONS AND DETAILS


CONTROL STRUCTURE

TYPICAL

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

7

S-10

172603

2 1/2 x 2 1/2 x 1/8 S. S. ANGLE W/ T, /2" DIA x 4" LONG.S.S. STUDS AT 2' -0" O/C

2 1/2" x 3/16 ALUMINUM GRATING


LAP

12" MIN.

CLA

SS "B

" TEN

SIO

N L

AP

LAP

12" MIN.

CLA

SS "B

" TEN

SIO

N L

AP

SHO

WN

ON

DW

GS

DO

WEL

PR

OJE

CTI

ON

AS

6" x 1/4" STEEL WATERSTOP

ROUGHNED SURFACE 1/4" FULL AMPLITUDE

12" MIN.

T/3

T/3

T/3

T

6" x 3/16" STEEL WATERSTOP BONDTO INTERSECTING, WATERSTOP.TERMINATE WATER AND KEYWAY 8" BELOW TOP OF WALL CONTINUOUS REINF

OR LAP AS SHOWN

WHERE SHOWN1 5/8" KEYWAY

TENSION LAPCLASS "B"

3" CLEAR TYP.

INTIAL CAST

TENSION LAP TYP.

CLASS "B"AREA EQUAL TO 50% OF INTERRUPTED BARS EACH SIDE W/ MATCHINGDOWELS

INTERRUPTED BARS

AREA EQUAL TO 50% OF INTERRUPTED HORIZ. BARS

INTERUPTED BARS


TENSION LAP TYP.

CLASS "B"

TYP.+/- 12

"


INTERRUPTED BARS

2#4 AT 4"EF TYP

2 #4 EACH SIDE


TENSION LAP TYP.

CLASS "B"


2#4 x 4'-0" AT 4"EF TYP

INTERRUPTED BARS

2#4 ADDITIONAL BAR AROUND THE OPENING

1' - 0"

2-1/2" ALUMINUM GRATING AS PER PLAN

ALUMINUM I-BEAM AS PER DETAIL 1/S-8

6"x4"x1/4" CONT. STAINLESS STEEL ANGLE W/ 3/8" DIA. ANCHOR INTO CONCRETE WALL @ 24" O.C.

1/2" THICK STIFFENER PLATE FULLY WELDED TO SUPPORT ANGLE

(4)-5/8"∅ EPOXY S.S. BOLTS INTO CONCRETE WALL

12" CONCRETE WALLAS PER PLAN

PROVIDE 1/4" THICK NEOPRENE PAD BETWEEN CONCRETE & STEEL ANGLE

1" CHAMGER

#5 @ 8" O.C

CONCRETE BEAM AS PER PLAN (12 x 18)

6"

1' - 0"

1' -

0"

6"

1' -

0"

12" REINFORCED CONCRETE WALL

2'-6"8" 10" 1'-4"

16" CONCRETE CAP

1'-4

"

(4) #6 x CONT., TOP

#4 @ 10" O.C.

#6 x CONT. MID.

#4 @ 10" O.C.

(4) #6 x CONT., BOTTOM

12" BATTER PILE SEE SHEET S-7 FOR SPACING 12" KING PILE SEE SHEET S-7 FOR SPACING

8" THICK PRECAST SEAWALL W/ #5 @8" O.C. EA. WAY

EL. SEE CIVIL PLANS

3'-0

" MIN

.

EL. V.I.F.WATER LINE

T.O. CAP

EL. -6.49' SEE CIVIL DRAWINGTOP OF CONCRETE MAT

12

2.5

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

S-11

AS NOTED

12-01-17

LN

DEF

LN

CONTROL STATION STANDARD DETAILS


CONTROL STRUCTURE

WALL CORNER REINFORCING SCALE: 3/4" = 1'=0"

1

S-11

WALL INTERSECTION REINFORCING SCALE: 3/4" = 1'=0"

2

S-11

WALL BASE CONC. JOINT SCALE: 3/4" = 1'=0"

3

S-11

BEAM TO WALL CONNECTION

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

4

S-11

WALL CONSTRUCTION JOINT

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

5

S-11

SLIDE GATE FLUSH BOTTOM SCALE: 1 1/2" = 1'=0"

6

S-11

REINFORCING AT CIRCULAR OPENINGS SCALE: 1 1/2" = 1'=0"

7

S-11 REINFORCING AT RECTANGULAR OPENINGS SCALE: 1 1/2" = 1'=0"

8

S-11

172603

BEAM TO WALL CONNECTION

SCALE: NTS

9

S-11

SEAWALL SECTION DETAILSCALE: NTS

10

S-11


ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALLCOMPLY WITH THE MOST RECENT EDITION OF THE FLORIDABUILDING CODE (2014), CITY LABOR LAWS, CITY ORDINANCES, CITY/COUNTY ZONING CODES, RULES AND REGULATIONS, ANDANY APPLICABLE CODES. THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING ALL REQ'D PERMITS TO CARRYOUT THE WORK DESCRIBED IN THE CONSTRUCTIONDOCUMENTS.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTIONWITH PROJECT SPECIFICATIONS, ARCHITECTURAL,MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND SITEDRAWINGS. CONSULT THESE DOCUMENTS FOR SLEEVES,DEPRESSIONS AND ANY OTHER DETAIL NOT SHOWN ON THESTRUCTURAL DOCUMENTS.

ALL DIMENSIONS AND CONDITIONS MUST BE VERIFY IN THEFIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF THE ENGINEER OF RECORD BEFOREPROCEEDING WITH THE AFFECTED PART OF THE WORK.CONTRACTOR(S) SHALL FAMILIARIZE HERSELF/ HIMSELFWITH ALL THE EXISTING CONDITIONS

AT THE SITE RELATIVE TO SCOPE OF WORK RELATING TOTHIS PROJECT, MATERIALS HANDLING, STORAGE ANDDELIVERY, WORKING SPACE AVAILABLE, SAFETYPRECAUTIONS REQUIRED, AND ALL OTHER CONDITIONSNECESSARY TO THE MAKING OF AN ACCURATE ANDCOMPLETE PROJECT BID, NO INCREASE IN PROJECT COSTWILL BE ALLOWED FOR FAILURE OF THE CONTRACTOR TOKNOW EXISTING SITE CONDITIONS.

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING ANDSTABLE AFTER THE BUILDING IS COMPLETED. IT IS THECONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTIONPROCEDURES AND SEQUENCING TO ENSURE SAFETY OF THEBUILDING AND ITS COMPONENTS DURING ERECTION. THISINCLUDES THE ADDITION OF NECESSARY SHORING,SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.

DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ANYDIMENSIONS NOT INDICATED ON DRAWINGS SHALL BECONFIRMED WITH ENGINEER PRIOR TO CONSTRUCTION.

NO WORK SHALL BE PERFORMED OUTSIDE THE PROJECTLIMITS WITHOUT PRIOR WRITTEN APPROVAL FROM THEBUILDING OWNER AND OR ENGINEER.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATINGTHE WORK OF ALL TRADES AS REQUIRED FOR COMPLETIONOF WORK.

MATERIALS SHALL BE NEW, OF QUALITY SPECIFIED,DELIVERED IN A TIMELY FASHION AND AMPLE QUANTITY TOPREVENT DELAY OF WORK. SUBSTITUTIONS REQUIRE PRIORAPPROVAL FROM ENGINEER.

THERE ARE NO SUBSTITUTIONS ALLOWED UNLESSAPPROVED BY THE ENGINEER. THE G. C. SHALL SUBMIT INWRITING ALL REQUESTS FOR SUBSTITUTIONS.THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING TO THE ENGINEERPRIOR INSTALLATION, IF ANY UNFORESEEN CONDITIONS AFFECTING INSTALLATION ACCORDING TO

ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BETYPICAL CONDITIONS UNLESS DETAILED OR NOTEDOTHERWISE.

CODES AND STANDARDS

THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THEFOLLOWING CODES:

A FLORIDA BUILDING CODE / 2014 EDITION & SUPPLEMENT

B BUILDING CODE REQUIREMENTS FORREINFORCED CONCRETE (ACI 318-11).

C MANUAL OF STANDARD PRACTICE FOR DETAILINGREINFORCED CONCRETE STRUCTURES (ACI 315 /LATEST EDITION)

D MANUAL FOR STANDARD PRACTICE FOR WELDINGREINFORCED STEEL INSERTS & CONNECTIONS INREINFORCED CONCRETE CONSTRUCTION AWS. D1.4 /LATEST EDITION.

E SPECIFICATION FOR THE DESIGN. FABRICATION &ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.(AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ASICASD / 9TH EDITION.

ALL CHANGES AND ADDITIONS MADE ON RE-SUBMITTAL MUSTBE CLEARLY FLAGGED AND NOTED THE PURPOSE OF THERE-SUBMITTAL MUST BE CLEARLY NOTED ON THE LETTER OFTRANSMITTAL. ENGINEER REVIEW WILL BELIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL.

SHOP DRAWINGS REQUIRED ENGINEERING INPUT BYSPECIALTY ENGINEER

SUBMITTAL SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECTAND APPLICABLE CODES, LIST DESIGN CRITERIA, AND SHOWALL DETAILS AND PLANS NECESSARY FOR PROPERFABRICATION AND INSTALLATION CALCULATIONS AND SHOPDRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED.GENERIC PRODUCT WILL NOT BE ACCEPTED.

SHOP DRAWING AND CALCULATIONS MUST BE PREPAREDUNDER THE DIRECT SUPERVISION AND CONTROL OF THESPECIALTY ENGINEER.

SHOP DRAWINGS AND CALCULATIONS REQUIRE THEIMPRESSED SEAL, DATE AND SIGNATURE OF THE SPECIALTYENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLESUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEYARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVEINFORMATION TO PERMIT THEIR PROPER EVALUATION, SUCHDESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSEDSEAL AND SIGNATURE OF THE SPECIALTY ENGINEER AS ANINDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITYFOR THE RESULT.

DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FORFABRICATION AND INSTALLATION, (SUCH AS REINFORCINGSTEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTIONDRAWINGS), AND REQUIRING NO ENGINEERING INPUT DONOT REQUIRE THE SEAL OF A SPECIALTY ENGINEER.

REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OFSUBMITTAL IS LIMITED TO VERIFY THE FOLLOWING:

THAT THE SPECIFIED STRUCTURAL SUBMITTALHAVE BEEN FURNISHED.

THAT THE STRUCTURAL SUBMITTAL HAVE BEENSIGNED AND SEALED BY THE SPECIALTY ENGINEER.

THAT THE SPECIALTY ENGINEER HASUNDERSTOOD THE DESIGN INTENT AS HAS USEDTHE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILCHECK OF DIMENSIONS OR QUANTITIES WILL BEMADE.)

THAT THE CONFIGURATION SET FORTH IN THESTRUCTURAL SUBMITTAL IS CONSISTENT WITH THECONTRACT DOCUMENTS. (NO DETAIL CHECK OFDIMENSIONS OR QUANTITIES WILL BE MADE).

SUBMITTAL NOT MEETING THE ABOVE REFERENCEDCRITERIA WILL NOT BE REVIEWED

FORMWORK AND SHORING (CONCRETE SLABS AND BEAMS)

NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HASREACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGNSTRENGTH. A MINIMUM OF 3 STORIES OF SHORING AND (/OR)RE-SHORING SHALL BE USED WHICH SHALL CONSIST OF ONECOMPLETE SET OF VERTICAL SHORES AND TWO SETS OFVERTICALS SHORES THAT COMPROMISE AT LEAST 50% OF ACOMPLETE SET.DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK,SHORES AND RE-SHORES SHALL MEET REQUIREMENTS SETFORTH IN ACI STANDARDS 347 AND 301.DRAWINGS FOR SHORING AND RE-SHORING SHALL BEPREPARED BY A FLORIDA REGISTERED PROFESSIONALENGINEER.

PLUMBING SLEEVES

MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERSCENTER TO CENTER OF LARGER SLEEVE OR 6" CLEARBETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TOCONSTRUCTION, SLEEVE LOCATIONS AND SIZES SHALL BEAPPROVED BY THE ENGINEER OF RECORD.

REINFORCING STEEL

SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREEFROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCEWITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILSOF ACI STANDARDS AND SPECIFICATIONS. SECUREAPPROVAL OF SHOP DRAWINGS PRIOR COMMENCING ANY

F SPECIFICATION FOR STRUCTURAL CONCRETE FORBUILDINGS. ACI 301 / LATEST EDITION.

G BUILDING CODE REQUIREMENTS AND SPECIFICATIONSFOR MASONRY STRUCTURES (ACI 530-05 & ACI 530.1-05).

DESIGN CRITERIA

ALL WORK SHALL CONFORM WITH THE MINIMUM STANDARDSAS SPECIFIED IN THE FLORIDA BUILDING CODE LATESTEDITION AND ASCE 7-10.

LOAD COMBINATION AS PER ASCE 7-10

ASD1 D + (L OR LR)2 D + 0.75L + 0.75LR3 D + 0.6(WP OR WS)4 D + 0.75L + 0.75LR + 0.75(0.6WP OR 0.6WS)LRFD1 1.2D + 1.6L + 0.5LR2 1.2D + 1.6LR + 1.0L3 1.2D + 1.6 LR + 0.5(WP OR WS)4 1.2D + (WP OR WS) + L = 0.5LR5 0.9D + 1.0(WP OR WS)

MISC. STRUCTURAL STEEL 36,000 PSIREINFORCEMENT - STEEL 60,000 PSI

CONCRETEMINIMUM 28 STRENGTH 4,000 PSIEXCEPT AS FOLLOWS U.N.O.ROOF DECK 4,000 PSIBEAM 4,000 PSICOLUMN 4,000 PSIWALL 4,000 PSIFOUNDATION 4,000 PSI

SOIL BEARING AS PER GEOTECHNICAL REPORT DATED MARCH 2017. BY NUTTTING ENGINEERING

SPECIAL INSPECTION

THE OWNER SHALL EMPLOY A QUALIFIED SPECIALINSPECTOR TO PERFORM INSPECTIONS IN ACCORDANCEWITH THE "THRESHOLD INSPECTION GUIDELINES", ISSUEDSEPARATELY BY THE ENGINEER OF RECORD.THE SPECIAL INSPECTOR SHALL CERTIFY WITH HIS SEAL ANDSIGNATURE AT THE END OF CONSTRUCTION, THAT THECONSTRUCTION OF THIS STRUCTURE HAS BEEN COMPLETEDACCORDING TO THE PROJECT PLANS AND SPECIFICATIONS.

SPECIAL INSPECTIONS SHALL BE PERFORMED BY AREGISTERED PROFESSIONAL ENGINEER LICENSED TOPERFORM INSPECTIONS UNDER FLORIDA THRESHOLD LAWOR HIS QUALIFIED FULL TIME EMPLOYEE.

SHOP DRAWING REVIEW

SHOP DRAWINGS WILL BE REVIEWED FOR GENERALCOMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACTDOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACTDOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS,DIMENSIONS, ETC.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THECONTRACTOR PRIOR TO SUBMITTAL TO THEARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUTREVIEW WILL BE RETURNED UNCHECKED.

IN ALL INSTANCES THE CONTRACT DOCUMENTS WILLGOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISESPECIFIED IN WRITING BY THE ENGINEER OF RECORD.

REPRODUCTION OF STRUCTURAL DRAWINGS FOR USE ASSHOP DRAWINGS IS NOT PERMITTED.

WELDED WIRE FABRIC

TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE ANDRUST AND PLACE IN ACCORDANCE WITH THE TYPICALPLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS.MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.


EMBEDDED ITEMS INCLUDING BUT NOT LIMITED TO STEELPLATES FOR CONNECTIONS, WATER STOPS, DOVETAIL SLOTSFOR MASONRY ANCHORS, INSERTS FOR GLASS DOOR ANDRAILS, DOWNSPOUT PIPES IN COLUMNS SHALL BECOORDINATED BY THE CONTRACTOR IN A TIMELY MANNER.ALL EMBEDDED STEEL PLATES FOR THE CONNECTION OFWALL FRAMING, ROOF FRAMING AND MISCELLANEOUS STEELSHALL BE COORDINATED WITH WALL PANEL JOINTS ANDOPENINGS. SUBMIT SHOP DRAWINGS AND OBTAIN ENGINEERAPPROVAL PRIOR CONCRETE PLACEMENT.

CONCRETE

SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TOACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH APLASTIC AND WORKABLE MIX:4,000 PSI FOR COLUMN: WATER TO CEMENT RATIO BYWEIGHT SHALL NOT EXCEED 0.504,000 PSI FOR FOUNDATION AND SLABS ON GRADE; WATERTO CEMENT RATIO BY WEIGHT SHALL NOT EXCEED

0.60.

4,000 PSI FOR BEAM: WATER TO CEMENT RATIO BY WEIGHTSHALL NOT EXCEED 0.504,000 PSI FOR ALL STRUCTURAL CONCRETE; WATERTO CEMENT RATIO BY WEIGHT SHALL NOT EXCEED 0.50

CONCRETE SHALL BE PLACED AND CURED ACCORDING TOACI STANDARDS AND SPECIFICATIONS.

SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELDCYLINDERS OR LAB TEST FOR REVIEW PRIOR TO USE. MIXSHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHERPOSITIVE IDENTIFICATION. MIX SHALL MEET THEREQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE.CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFASTM STANDARDS C94 FOR MEASURING, MIXING,TRANSPORTING, ETC.

CONCRETE TICKETS SHALL BE TIME STAMPED WITHCONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROMTHE TIME THE MIXING WATER IS ADDED UNTIL IT ISDEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONAND ONE HALF, (1 1/2), HOURS. IF FOR ANY REASON THERE ISA LONGER DELAY THAN THAT STATED ABOVE, THECONCRETE3 SHALL BE DISCARDED, IT SHALL BE THERESPONSIBILITY OF THE TESTING LAB TO NOTIFY THEOWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANYNONCOMPLIANCE THE ABOVE.

ALL SLABS SHALL BE CURED USING A DISSIPATING CURINGCOMPOUND MEETING ASTM STANDARD C309 TYPE 1 ANDSHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BEPLACED AS SOON AS THE FINISHING IS COMPLETED OR ASSOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETEALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANESHALL BE RECOATED DAILY.

ALL CONCRETE SHALL HAVE MID-RANGE WATER REDUCINGADMIXTURE CONFORMING TO ASTM C494 TYPE A.ADMIXTURES CONTAINING CHLORIDE IONS MORE THAN 0.05PERCENT BY WEIGHT IN THE ADMIXTURE SHALL NOT BEUSED. OTHERS ADMIXTURES SHALL BE APPROVED BY THEENGINEER OF RECORD. AIR-ENTRAINING ADMIXTURES SHALLNOT BE USED IN STRUCTURAL CONCRETE.

ALL CONCRETE MIX DESIGN DESIGNS SHALL INCLUDE AWRITTEN DESCRIPTION INDICATING WHERE EACHPARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE.

ALL CONCRETE DESIGN MIX SUBMITTAL SHALL INCLUDETESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OFACI 318.

CONCRETE TESTING

AN INDEPENDENT TESTING LABORATORY SHALL PERFORMTHE FOLLOWING TEST ON CAST IN PLACE CONCRETE;ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OFPORTLAND CEMENT CONCRETE". MAXIMUM SLUMP SHALL BE4" INCHES. CONCRETE CONTAINING MID-RANGE WATERREDUCED SHALL HAVE A MAXIMUM SLUMP OF 7.5 INCHES.

ASTM C39 - " STANDARD TEST METHOD FOR COMPRESSIVESTRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." ASEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS,FOR EVERY 50 CUBIC YARDS, OR FRACTION THEREOF,PLACED PER DAY. REQUIRED CYLINDERS QUANTITIES ANDTEST AGE AS FOLLOWS:

1 AT 7 DAYS 2 AT 28 DAYS

ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDERTHE DIRECTION OF THE ENGINEER, IF REQUIRED, IF 28 DAYSTRENGTH IS ACHEIVED, THE CYLINDER MAY BE DISCARDED.PENETRATION

NO PENETRATING SHALL BE MADE IN ANY STRUCTURALMEMBERS OTHER THAN THOSE LOCATED ON THESEDRAWINGS WITHOUT PREVIOUS APPROVAL OF THEENGINEER.

CHEMICAL ANCHORS.

SHALL BE TWO PART EPOXY POLYMER INJECTION SYSTEM,SUCH AS RAMSET 'EPCON", RAWL "FOIL-FAST" CARTRIDGESYSTEM, DUR-O-WALL, "DUR-O-PAIR" EPOXY ANCHOR, ORHILTI HSE2411 EPOXY DOWELING SYSTEM, OR APPROVEDEQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURERSINSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THEMANUFACTURER'S REPRESENTATIVE.

GENERAL NOTES

SPECIFICATIONS.

LOADING PUMP STATION ROOF

LIVE LOAD= 30 PSFSUPER IMPOSE= +25 PSFTOTAL 55 PSF

FLOOR SLAB:LIVE LOAD= 150 PSFSUPER IMPOSE= +25 PSFDEAD LOAD= +25PSFTOTAL 200 PSF


Q= REFER TO SOIL REPORT FOR SOIL BEARING CAPACITYSOIL UNIT WEIGHT= 115 PCFFRICTION ANGLE= 30°DEWATERING AS PER GEOTECHNICAL REPORT

CONTROL LOAD:DL= 15PSFLL= 1 DOPS

PRECAST CONCRETE GENERAL NOTES:

1. SPLICES IN REINFORCING BARS SHALL NOT BE LESS 48 BAR DIAMETERS AND REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND CHANGES IN DIRECTION . CONTINUITY SHALL BE PROVIDED @ CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEELAROUND THE CORNER 48 BAR DIAMETERS.

2. APPROVED CONTRACTOR TO VERIFY ALL DIMENSIONS. THE APPROVED CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, MEANS, SEQUENCES AND PROCEDURES OF WORK.

3. ANY DEVIATION & / OR SUBSTATION FROM THE APPROVED PLANS HEREIN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK.

4. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929.

5. DESIGN IN ACCORDANCE WITH 2012 FLORIDA BUILDING CODE , 2012 AMENDMENTS.

6 PILES TO BE CUT OFF SQUARE AT PROPER ELEVATIONS ALLOWING A MINIMUM OF 18" OF PILE STEEL TO PROJECT INTO CAP

PRECAST CONCRETE PILES

1. ALL PILE WORKS TO BE DONE IN ACCORDANCE OF THE ACI SPECIFICATIONS WITH THE RECOMMENDATION FOR DESIGN, CERTIFIED MANUFACTURES AND INSTALLATION CONCRETE PILE.

2. PILE TO BE CUT OFF SQUARE AT PROPER ELEVATIONS ALLOWING A MINIMUM OF 18" OF PILE REBAR TO PROJECT INTO PILE CAPS OR CONCRETE BEAM.

3. PRECAST CONCRETE PILES TO BE POURED WITH A MIX CONCRETE DESIGNED BY A RECOGNIZED TESTING LABORATORY TO ATTAIN A STRENGTH OF 6000 PSI IN 28 DAYS

4. ALL PILES SHOULD HAVE A MINIMUM LOAD BEARING CAPACITY OF 70 KIPS FOR VERTICAL PILE AND 110 KIPS FOR BATTERED PILE (2.5 : 12)

5. ALL REINFORCING STEEL TO BE GRADE 60. ALL STEEL TO BE EPOXY COATED.

PRE-CAST CONCRETE PANEL SCHEDULE

TYPE EXCAVATION DEPTH

W3

W4

W5

W6

HEIGHT (FT) THICK (IN)DIMENSION

W2

W1 EL. - 9'-6" (V.I.F.)

±9'-6"

±9'-6" 8"

8"

8"

8"

8"

8"

±9'-6"

±11'-0"

±11'-0"

±9'-6"

EL. - 9'-6" (V.I.F.)

EL. - 11'-0" (V.I.F.)

EL. - 11'-0" (V.I.F.)

EL. - 9'-6" (V.I.F.)

EL. - 9'-6" (V.I.F.)

DEWATERING

PROVIDE REQUIRED DEWATERING DURING ENTIRE PERIOD OF FOUNDATION SLAB AND CONTROL STATION STRUCTURE CONSTRUCTION; PIPE INSTALLATION AND TEMPORARY SHEET PILING ACROSS THE CANAL AS PER LOCAL GOVERNING AUTHORITY REQUIREMENTS.


SEE SCHEDULEFOR REBAR

SEE SCHEDULEFOR REBAR

LIFTING EYESMIN.5 " CABLE

1'-0

"

3" 3"

2"

EL. - 4.5GRADE / MUD LINE

1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A FLORIDAREGISTERED ENGINEER, PRIOR COMMENCING ANY WORK.

2. PANEL WIDTH SHALL BE VERIFIED PRIOR COMMENCING ANY WORK.

3. PANEL HEIGHT SHALL BE COORDINATED WITH SITE CONDITIONS AND CIVIL DOCUMENTS.

4. REINFORCEMENT COVER SHALL BE 3" MIN. ON ALL SURFACES IN CONTACT WITH WATER OR SOIL. U.N.O.

5. REFER TO SPECS AND GENERAL NOTES FOR CONCRETE SPECIFICATIONS.

6. REFER TO SPECS AND GENERAL NOTES ROR REINFORCEMENT TYPE AND GRADE.

7. CONCRETE P[ANEL FINISH AT WATER SIDE SHALL BE LIGHT BROOM FINISH. U.M.O.

SEE PRE-CAST CONCRETE PANEL SCHEDULE

8"

SEE PRE-CAST CONCRETE PANEL SCHEDULE

3" COVER (TYP.)

4.' -

0"

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458




P.E. # 037590

S-12

AS NOTED

12-01-17

LN

DEF

LN

CONTROL STATION GENERAL NOTES


CONTROL STRUCTURE

172603


38'-8"

12'-8"

#5 R

EB

AR

@

12" O

.C

, T

&B

#5 REBAR @ 12" O.C, T&B

SLO

PE

1%

38'-8"

1" CHAMFER

#5-90° STD. HOOKED REBAR

@ 12" O.C., E.W., T&B

EL. -4'-0"

EL. 0'-0"

5'-0"

4'-0"

1'-0" M

IN

.

3"

CO

VE

R (T

YP

.)

FINISH GRADE

SEE CIVIL PLAN

CONCRETE

1 CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS:

A. SLAB-ON-GRADE 4000 PSI

ALL OTHER CONCRETE TO BE 3000 PSI UNLESS NOTED OTHERWISE.

2 ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE

STRENGTH OF :

A. 4000 PSI @28 DAYS AND HAVE A MINIMUM OF 517 LBS. OF CEMENT

PER CUBIC YARD.

B. SLUMPS SHALL BE 3 MINIMUM AND 5 MAXIMUM.

C. CONCRETE SHALL HAVE 3 +/- 1.5 PERCENT AIR ENTRAINMENT.

D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.51.

E. JOB SITE WATER SHALL NOT BE ADDED.

3 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE

ACI BUILDING CODE (ACI 318 / LATEST EDITION), THE ACI DETAILING

MANUAL (ACI 315 / LATEST EDITION), AND THE SPECIFICATIONS FOR

STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION).

4 SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL

PRIOR TO ANY FABRICATION.

5 CONCRETE COVER FOR REINFORCING STEEL SHALL BE 3" MIN.

6NOT USED

7 REQUIREMENTS:

A. ALL REINFORCING STEEL SHALL BE MANUFACTURE FROM HIGH

STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615

GRADE 60.

8 LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON

DRAWINGS.

FOUNDATION

· FOUNDATION ARE DESIGN WITH MINIMUM SAFE BEARING CAPACITY OF

2500 PSF

· REFER TO GEOTECHNICAL ENGINEER'S REPORT BY NUTTING

ENGINEERS OF FLORDA INC, DATED MARCH 2017, FOR GROUND

IMPROVEMENT RECOMMENDATION

DESIGN LOADS: REFER TO MANUFACTURER SPECIFICATION OF

GENERATOR & TRANSFORMER FOR UNIT WEIGHT

GENERAL NOTES:

CODES AND STANDARDS

1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING

CODES:

A. FLORIDA BUILDING CODE 2014

B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI

318-05.

C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED

CONCRETE STRUCTURES

(ACI 315-05).

D. MANUAL FOR STANDARD PRACTICE FOR WELDING REINFORCED

STEEL INSERTS & CONNECTIONS

IN REINFORCED CONCRETE CONSTRUCTION AWS. D1.4 / LATEST

EDITION.

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458


AS NOTED

172603

ALL DRAWINGS AND WRITTEN

MATERIAL HEREIN, AS INSTRUMENTS

OF SERVICE, SHALL REMAIN THE

PROPERTY OF LAKDAS/YOHALEM

ENGINEERING, INC. (LYE) AND SHALL

NOT BE REPRODUCED OR COPIED, IN

WHOLE OR IN PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT OF

"LYE" AND MAY NOT BE USED OR

REFERENCED FOR ANY OTHER

PROJECT. INFORMATION CONTAINED

HEREIN REPRESENTS PROPRIETARY

INFORMATION OF LAKDAS/YOHALEM

ENGINEERING INC. AND / OR ITS

CLIENT AND SHALL NOT BE

DISCLOSED TO OTHERS.


SHALL BE AFFORDED THE

OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION

SERVICES DURING THE FRAME

ERECTION OF THIS PROJECT. IN THE

EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT RETAINED

IN THIS CAPACITY, LAKDAS/YOHALEM

ENGINEERING, INC. CAN ASSUME NO

RESPONSIBILITY FOR THE

CONSTRUCTION DEFECTS FOR THE

RECOMMENDATIONS PROVIDED IN

THESE DOCUMENTS.


12-01-17

IG

GENERATOR &

TRANSFORMER

PAD PLANS &

DETAILS

HALLANDALE

PUMP STATION

HALLANDALE BEACH,

FLORIDA

LN

LN

MS-1

P.E. # 037590

DE

C 0

4, 2

01

7 3

:5

4 P

M S

ER

GIO

L:\L

YE

P

RO

JE

CT

S\2

01

7\1

72

60

3 - H

AL

LA

ND

AL

E S

W P

UM

P S

TA

TIO

N\E

NG

IN

\C

AD

\C

ON

CR

ET

E P

AD

\C

ON

CR

ET

E P

AD

M

IS

C.D

WG

GENERATOR PAD PLAN VIEW

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

1

MS-1

GENERAL NOTES

NOT TO SCALE

5

MS-1

2

MS-1

GENERATOR PAD SECTION VIEW

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

3

MS-1

4

MS-1

3

MS-1

NOTE:

FINAL SLAB DIMENSIONS TO BE

DETERMINED AFTER GENERATOR FUEL

TANK SHOP DRAWING APPROVAL


LYE ELEVATION 0' = +3' NA.V.D.

NOT USED

SCALE :NTS

NOT USED

SCALE :NTS

B

A

3'-9"4'-9"

4'-7

1

2

"

4'-9"

14'-0"

14'-0"

11"

5'-11"

5'-10"

21'-0"

3

A-2

1

A-2

1

A-3

1'-9

1

2

"

T.O. ROOF SLAB

+11'-0"

RO

OF

S

LO

PE

MIN

.

14

"/F

T.

RO

OF

S

LO

PE

MIN

.

14

"/F

T.

SLO

PE

SLOPESLOPE

2'-0"

2'-0"

18'-0"

2'-0" 2'-0"

25'-0"

9'-10"9'-10"

PER

MFG.

PER

MFG.

EQ

UA

L

RO

OF

S

LO

PE

MIN

.

14

"/F

T.

ROOF DRAIN PIPE AND

LEADER AT UNDERSIDE

ROOF SLAB.

CONTRACTOR TO

COORDINATE/ ROUTE

DRAIN PIPE TO OUTSIDE

OF NORTH WALL

COMBINATION ROOF AND

OVERFLOW DRAIN UNIT -

SIZE AND SPACING PER

MANUF. SPECIFICATIONS

MODEL: "ZURN"

(OR APPROVED EQUAL)

8"

8"

8" 8"

DIMENSIONAL "SHINGLE" STYLE ASPHALT ROOF TILE OVER

MULTIPLE LAYER ROOFING MEMBVRANE OVER

3

4

" EXTERIOR

GRADE PLYWOOD OVER METAL STUD SUB-FRAMING SEE

DETAIL 3/A-3 & STRUCT. DWGS.

MFG.: OWENS CORNING

"DURATION PREMIUM

COOL" SERIES SOLAR

REFLECTING SHINGLES

COLOR: "SUNRISE"

(OR APPROVED EQUAL)

6'x6' GALV. METAL

EQUIPMENT

ACCESS ROOF

HATCH WITH

INTEGRATED

INSULATED CURB &

PERIMETER

MOUNTING FLANGE

MFG.:JL INDUSTRIES

(OR APPROVED

EQUAL)

CONT. GALV. METAL CAP

FLASHING - SEE 3/A-3

SE

E

DE

TA

IL

4

A-2

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




TEL: (954) 771-0630 FAX: (954) 771-0519

FL. LIC.: CA-5458


ALL DRAWINGS AND WRITTEN MATERIAL

HEREIN, AS INSTRUMENTS OF SERVICE,

SHALL REMAIN THE PROPERTY OF

LAKDAS/YOHALEM ENGINEERING, INC. (LYE)

AND SHALL NOT BE REPRODUCED OR COPIED

IN WHOLE OR IN PART, WITHOUT THE

EXPRESSED WRITTEN CONSENT OF "LYE"

AND MAY NOT BE USED OR REFERENCED FOR

ANY OTHER PROJECT. INFORMATION

CONTAINED HEREIN REPRESENTS

PROPRIETARY INFORMATION OF LAKDAS/

YOHALEM ENGINEERING AND / OR ITS CLIENT

AND SHALL NOT BE DISCLOSED TO OTHERS.

LAKDAS/YOHALEM ENGINEERING, INC. SHALL

BE AFFORDED THE OPPORTUNITY TO PROVIDE

CONSTRUCTION OBSERVATION SERVICES

DURING THE FRAME ERECTION OF THIS

PROJECT. IN THE EVENT LAKDAS/YOHALEM

ENGINEERING, INC. IS NOT RETAINED IN THIS

CAPACITY, LAKDAS/YOHALEM ENGINEERING,

INC. CAN ASSUME NO RESPONSIBILITY FOR

ANY CONSTRUCTION DEFECTS FOR THE

RECOMMENDATIONS PROVIDED IN THESE


A-1

AS NOTED

12-01-17

WWRA

IG

WWRA

172603

FLOOR PLAN

AND

ROOF PLAN

SEAL

walter wernecke architectfl license number ar91975

CITY OF HALLANDALE

PUMP STATION AND

CONTROL STRUCTURE

DOCUMENTS.

SCALE:

BUILDING FLOOR PLAN

1

A-1

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

BUILDING ROOF PLAN

2

A-1

1/2"=1'-0"

B

A

11"

5'-10"

5'-11"

3'-0"

2'-2" 4'-6"4'-0" 5'-0"4'-0"

7'-4"

5'-6

1 2

"

2'-11"

5'-6

1 2

"

14'-0"

6'-5"

5'-6

1 2

"

2'-11"

5'-6

1 2

"

14'-0"

6'-5"

3'-4" 10'-4"

11"

5'-10"

5'-11"

4'-0"

11'-0"11"11"11"11"1'-8" 4'-8"

21'-0"

8"

8"

8" 8"

3"

3"

3"

21.11

T.O. FLOOR SLAB

+O'-0"

8" GLASS BLOCK (TYP.)

WINDOW

SEE NORTH & SOUTH

ELEVATIONS

AND BUILDING

SECTION 1/A-3.

NOTE: FLUSH WITH

INTERIOR WALL

3

A-2

1

A-2

1

A-3

LINE OF ROOF

OPENING ABOVE

ROOF OVERHANG

T.O. FLOOR SLAB

+O'-0"

T.O. LANDING

+O'-0"

CONC. SLAB EDGE

NOTE:

CONTRACTOR TO

COORDINATE/ ROUTE

DRAIN PIPE TO

OUTSIDE OF NORTH

WALL

HOLLOW METAL DOOR,

FRAME, THRESHOLD

AND HARDWARE

AS SPECIFIED

ALUM. METAL STAIRS AND

RAILING, SEE ELEVATIONS,

DETAIL AND SPECIFICATIONS.

PROVIDE SIGNED AND SEALED

DWGS FOR APPROVAL PRIOR

TO CONSTRUCTION.

T.O. FLOOR SLAB

+O'-0"

OPENING

TO

BELOW

OPENING

TO

BELOW

NO WORK SHALL BE PERFORMED OUTSIDE THE PROJECT LIMITS

WITHOUT PRIOR WRITTEN APPROVAL FROM THE BUILDING OWNER

(CITY OF HALLANDALE), OR THE ENGINEER OF RECORD.

CONTRACTOR SHALL REMOVE ALL DEBRIS AT THE END OF EACH

WORKDAY. CONTRACTOR WILL FURNISH OWN DUMPSTER FOR

TRACH AND DEBRIS STORAGE UNTIL HE CAN REMOVE SUCH FROM

PREMISES. ALL AREAS SHALL BE CLEANED-UP AND PROTECTED.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE

WORK OF ALL TRADES AS REQUIRED FOR COMPLETION OF WORK.

MATERIALS SHALL BE NEW, OF QUALITY SPECIFIED, DELIVERED IN A

TIMELY FASHION AND AMPLE QUANTITY TO PREVENT DELAY OF WORK.

THERE ARE NO SUBSTITUTIONS ALLOWED UNLESS APPROVED BY THE

ENGINEER. THE G. C. SHALL SUBMIT IN WRITING ALL REQUESTS FOR

SUBSTITUTIONS.

THE G. C. SHALL SUBMIT IN WRITING TO THE ENGINEER PRIOR

INSTALLATION, IF ANY UNFORESEEN CONDITIONS AFFECTING

INSTALLATION ACCORDING TO SPECIFICATIONS.

ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE

TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE.

ALL WALLS ARE MIN.1 HR. FIRE RATED.

GROUP OCCUPANCY: F; DIVISION 2

OCCUPANT LOAD: UNOCCUPIED

CONSTRUCTION TYPE III, (NON-SPRINKLERED)

EFFECTIVE FLORIDA BUILDING CODE 2014 EDITION.

EFFECTIVE NFPA 101, LIFE SAFETY CODE, LATEST EDITION.

PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AT ONE TO

EACH 2,500 SQUARE FEET OF FLOOR AREA, BUT NOT LESS THAN ONE

TO EACH PATH OF EGRESS WITHIN A TRAVEL DISTANCE OF 75 FEET

FOR BUILDINGS NOT EXCEEDING 50 FEET IN HEIGHT (N/A = 1 AT DOOR).

FIRE EXTINGUISHERS SHALL BE TYPE 2A10BC.

CITY OF HALLANDALE PUMP STATION AND CONTROL STRUCTURE - BUILDING DATA - APPLICABLE CODES - GENERAL NOTES

FLAMMABLE OR COMBUSTIBLE LIQUIDS SHALL BE STORED, HANDLED

OR USED ON THE CONSTRUCTION SITE TO COMPLY WITH NFPA 1141

SECTION 3-9.5.

ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL

COMPLY WITH THE MOST RECENT EDITION OF THE FLORIDA

BUILDING CODE, CITY LABOR LAWS, CITY ORDINANCES, CITY

AND COUNTY CODES, RULES AND REGULATIONS, AND ANY

APPLICABLE CODES. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING ALL REQUIRED PERMITS TO CARRY OUT THE

WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS.

REQUIRED NFPA 704 SIGNAGE SHALL BE INSTALLED ON THE OUTERMOST

EXTERIOR WALL, FACING THE ACCESS ROADWAY NEXT TO ALL DOORS.

INTERIOR FINISH FOR ALL WALLS AND CEILINGS AT EXITS SHALL

BE CLASS A OR B.

CONTRACTOR(S) SHALL FAMILIARIZE HIMSELF/ HERSELF WITH ALL THE

EXISTING CONDITIONS AT THE SITE RELATIVE TO SCOPE OF WORK

RELATED TO THIS PROJECT. ALL MATERIALS HANDLING, STORAGE AND

DELIVERY, WORKING SPACE AVAILABLE, SAFETY PRECAUTIONS REQUIRED,

AND ALL OTHER CONDITIONS NECESSARY TO THE MAKING OF AN

ACCURATE AND COMPLETE PROJECT ARE RESPONSIBILITY OF THE

CONTRACTOR. NO INCREASE IN PROJECT COST SHALL BE WARRANTED IN

THE EVENT THE CONTRACTOR FAILS TO ACKNOWLEDGE EXISTING

CONDITIONS.

ANY DISCREPANCIES WITH THE DRAWINGS, DIMENSIONS OR OTHERWISE

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD

PRIOR TO CONSTRUCTION.

DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. DIMENSIONS NOTED

SUPERCEDE SCALED DRAWING. DIMENSION DISCREPANCIES AND/OR

NOT INDICATED IN THE DRAWINGS SHALL BE CONFIRMED WITH THE

ENGINEER OF RECORD PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIALS

REQUIRED TO PROPERLY INSTALL, SUPPORT, (EFFECTIVE MEANS OR

SHORING THE SUPPORTING STRUCTURE DURING THE WORK ON THE

DECK), AND BRACE ALL ITEMS AND COMPONENTS WITHIN THE WORK.

THE WORK:

EXTENDED 12" CONCRETE

LANDING FOR A/C

COMPRESSOR - COORD.

WITH MECHANICAL DWGS.

2

A-2

2

A-3

6'x6' GALV. METAL

EQUIPMENT

ACCESS ROOF

HATCH WITH

INTEGRATED

INSULATED CURB &

PERIMETER

MOUNTING FLANGE

MFG.:JL INDUSTRIES

(OR APPROVED

EQUAL)

A-2

4

A-3

2

A-2

2

3'-0"

36"x36" FLOOR/HATCH

ACCESS. REFER TO CIVIL

PLANS

+ 61.9

- 79.5

+ 61.9

- 79.5

+ 61.9

- 67.3

FOR BIDDING

PURPOSES ONLY

EQ

UA

L

NOTES:

· ROOF SYSTEM IS DESIGNED TO PREVENT

THE ACCUMULATION OF MORE THAN 5" OF

WATER ON ANY PORTION OF THE ROOF AS

PER FBC1617.2.(RESERVED) FBC(PL)1102.6

1108/1108.1ASME A112.6.4 OR ASME A112.3.1

· USE OF ANY COMBUSTIBLE MATERIAL IN

TYPES I & II CONSTRUCTIONS TO COMPLY

WITH FBC603.1 (FIRE-RETARDTANT-TREATED

WOOD) AND 805.1 & 806.1) IF APPLICABLE

AC COMPRESSOR

AC COMPRESSOR

PRE- ENGINEERED LIGHT

GAUGE METAL TRUSSES BY

SPECIALTY ENGINEER

(TYP.). SUBMIT SHOP

DRAWINGS

EXHAUST FAN TO BE BELOW

THE STRUCTURAL BEAM.

CONTRACTOR TO FIELD

VERIFY/ COORDINATE THE

FINAL LOCATION NOT TO

CONFLICT W/ THE CABINET

HEIGHTS. SEE MECH. DWGS.

EXHAUST FAN TO BE BELOW

THE STRUCTURAL BEAM.

CONTRACTOR TO FIELD

VERIFY/ COORDINATE THE

FINAL LOCATION NOT TO

CONFLICT W/ THE CABINET

HEIGHTS. SEE MECH. DWGS.

6"

AHU UNIT HUNG

IN CEILING. SEE

MECH. DRWGS

12"x12" OPENING.

COORDINATE W/

ELECTRICAL PLANS

1'-0"

1'-0" 3'-2"

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




TEL: (954) 771-0630 FAX: (954) 771-0519

FL. LIC.: CA-5458


























A-2

AS NOTED

12-01-17

WWRA

IG

WWRA

172603

BUILDING ELEVATIONS

SEAL


CITY OF HALLANDALE

PUMP STATION AND

CONTROL STRUCTURE

DOCUMENTS.

SCALE:

SOUTH ELEVATION

1

A-2

1/2"=1'-0"

SCALE:

EAST ELEVATION

2

A-2

1/2"=1'-0"

T.O. ROOF SLAB

+11'-0"

T.O. FLOOR SLAB

+O'-0"

2

A-3

BA

SCALE:

WEST ELEVATION

4

A-2

1/2"=1'-0"

T.O. PARAPET

+13'-0"

SCALE:

NORTH ELEVATION

3

A-2

1/2"=1'-0"

21.11

3

A-3

T.O. FLOOR SLAB

+O'-0"

2

A-2

4

A-2

3

A-2

1

A-2

T.O. ROOF SLAB

+11'-0"

T.O. FLOOR SLAB

+O'-0"

2

A-3

B A

T.O. PARAPET

+13'-0"

4

A-2

2

A-2

3

A-2

3

A-3

1

A-2

2 1.1 1

T.O. ROOF SLAB

+11'-0"

T.O. FLOOR SLAB

+O'-0"

T.O. PARAPET

+13'-0"

T.O. ROOF SLAB

+11'-0"

T.O. PARAPET

+13'-0"

MIN.

1

2

"D x4"W SMOOTH

FINISH STUCCO REVEAL/

BAND AROUND DOOR AND

WINDOWS

MIN.

1

2

"D x4"W SMOOTH



WINDOWS

MIN.

1

2

"D x4"W SMOOTH



WINDOWS

DIMENSIONAL "SHINGLE"

ROOF TILE AS SPECIFIED







CONT. METAL CAP

FLASHING AS SPEC.

CONT. METAL CAP

FLASHING AS SPEC.

CONT. METAL CAP

FLASHING AS SPEC.

CONT. METAL CAP

FLASHING AS SPEC.

PAINTED

STUCCO WALL

FINISH

PAINTED

STUCCO WALL

FINISH

PAINTED

STUCCO WALL

FINISH

PAINTED

STUCCO WALL

FINISH

EXTERIOR WALL-MOUNT

LIGHT FIXTURE AS SPEC.

1'-6"

6'-6

"

3'-6

"

3'-0

"

ALUM. STAIRS AND

RAILING. PROVIDE SIGN &

SEAL SHOP DWGS.

PRIOR TO MANUFACTURER

(SEE SHEET S-2)

PAINTED WOOD FASCIA (TYP)

PAINTED EXTERIOR

HOLLOW METAL DOOR

PAINTED WOOD FASCIA (TYP)

8" SQUARE GLASS

BLOCK - TYPICAL

8" SQUARE GLASS

BLOCK - TYPICAL

PAINTED WOOD FASCIA (TYP)PAINTED WOOD FASCIA (TYP)

ROOF RAINWATER LEADER

FROM INSIDE - SEE ROOF

PLAN AND DETAIL _/___

EXTERIOR WALL-MOUNT

LIGHT FIXTURE AS SPEC.

EXTENDED 12" THICK CONCRETE

LANDING FOR A/C COMPRESSOR

COORD. WITH MECHANICAL DWGS.

A/C

COMPRESSOR

STAIR BEYOND

12" CONCRETE SLAB

SEE STRUCTURAL FOR

CONNECTION

CONC. LANDING BEYOND

SEE STRUCTURAL DRAWINGS

FOR CONNECTION

+ 61.9

- 79.5

+ 61.9

- 67.3

+ 61.9

- 79.5

FOR BIDDING

PURPOSES ONLY

EXTENDED 12" THICK

CONCRETE LANDING FOR A/C

COMPRESSOR COORD. WITH

MECHANICAL DWGS.



SPECIALTY ENGINEER

(TYP.). SUBMIT SHOP

DRAWINGS



SPECIALTY ENGINEER

(TYP.). SUBMIT SHOP

DRAWINGS


GAUGE METAL TRUSSES

BY SPECIALTY ENGINEER

(TYP.). SUBMIT SHOP

DRAWINGS

7'-7

1 2

"2

'-1

0

1 2

"

+/- 8

'-4

"

FIE

LD

V

ER

IF

Y

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




TEL: (954) 771-0630 FAX: (954) 771-0519

FL. LIC.: CA-5458


























A-3

AS NOTED

12-01-17

WWRA

IG

WWRA

172603

BUILDING SECTIONS

AND ROOF DETAIL

SEAL


CITY OF HALLANDALE

PUMP STATION AND

CONTROL STRUCTURE

DOCUMENTS.

SCALE:

BUILDING SECTION

1

A-3

1/2"=1'-0"

SCALE:

BUILDING SECTION

2

A-3

1/2"=1'-0"

T.O. CONC. PARAPET

+13'-0"

T.O. ROOF SLAB

+11'-0"

T.O. FLOOR SLAB

+O'-0"

2

A-3

ROOF

SLOPE

MIN.

1

4

"/FT.

3

A-3

4'-0" 3" 5'-10"

13

'-2

"

1'-0

"7

'-2

"1

'-4

"4

'-8

"

3'-6

"

2'-1

0"

3'-4

"4

'-4

"

10

'-6

"2

'-0

"

EQUALEQUAL5'-10"11"8" 8"

2'-0" 2'-0"

11" 5'-10" 5'-11"

2"

BA

SCALE:

MANSARD ROOF DETAIL

3

A-3

3"=1'-0"

21.11

8'-6

"4

'-6

"

13

'-2

"

1

A-3

2'-2" 4'-0" 4'-0"4'-6" 5'-0"

T.O. FLOOR SLAB

+O'-0"

3'-4

"2

'-0

"

4'-7

1

2

"

4'-9"3'-9"

1'-9

1

2

"

8" 8"

2'-0"

2"

4'-9"

4'-4

"2

'-1

0"

6"

6"

STUCCO WALL

FINISH OVER 8"

CMU (TYP.)

6

0

°

METAL DRIP FLASHING

FASTENED AS SHOWN

1x P.T. WOOD FASCIA

STUCCO OVER PAPER-BACKED GALV.

METAL LATH

8" GLASS BLOCK (TYP.)

WINDOW SEE NORTH &

SOUTH ELEVATIONS &

BLDG. SECTION 1/A-3

PRE-MANUF. DOUBLE-DOOR

EQUIPMENT ACCESS ROOF

HATCH - SEE SPECS.

CONC. HEADER - SEE

STRUCT. DWGS.

INSECT SCREENED PVC SOFFIT

VENT - TYPICAL

2'-0"

4'-8

"8

'-6

"

CAULK AT JOINT

EQUAL

CL

EQUAL



SPECIALTY ENGINEER (TYP.).

SUBMIT SHOP DRAWINGS

ROOF SLAB AND TIE BEAM

PER STRUCTURAL DWGS.

2x4 P.T. WOOD BLOCKING AT ROOF

OPENING PERIMETER



MULTIPLE LAYER ROOFING

MEMBVRANE OVER

3

4

"

EXT. GRADE PLYWOOD

CONT. METAL CAP FLASHING FASTENED TO

METAL CLEAT AND KEEPER STRIP

(NOT SHOWN - BY ROOF SYSTEM MFG.)

EXTEND BASE ROOFING MEMBRANE

OVER PARAPET - TYPICAL

CONT. 2x10 P.T. WOOD NAILER

FLASHING MEMBRANE - TYPICAL

±6"

COUNTER FLASHING

SHINGLE TOP COVER

EXTEND ROOF MEMBRANE TO

TOP OF PARAPET - TYPICAL

4" (M

IN

.)

4" (M

IN

.)

INTERIOR FINISH AS SPECIFIED

TAPERED ROOF INSULATION

SEE ROOF PLAN AND SPECS.

INSULATED CURB AND PERIMETER

MOUNTING FLANGE (BY EQUIPMENT

ACCESS ROOF HATCH MFG.)

CONC. TIE - PER STRUCT.

CANT - TYP.

2'-0"

4" (M

IN

.)

CONCRETE LINTEL PER

STRUCTURAL DWGS.

HOLLOW METAL DOOR AND FRAME

AS SPECIFIED, TO INCLUDE

WEATHERSTRIPS AT ALL SIDES AND

AT THRESHOLD - SEE SCHEDULE

FOR HARDWARE

SMOOTHENED

AND PAINTED

EXPOSED CMU

WALL (INTERIOR)

T.O. CONC. ROOF SLAB

+11'-0"

T.O. PARAPET

+13'-0"

MIN.

1

2

"D x4"W SMOOTH



WINDOWS

STUCCO STOP AND

SEALANT AT DOOR

FRAME, ALL SIDES

SEAL DOOR FRAME ALL SIDES

EQ.

CL

EQ.

8"

6"

(P

ER

S

TR

UC

T.)

1.5"

MIN

. 12"

(P

ER

M

AN

UF

.)

±10"

2

A-2

4

A-2

3

A-2

1

A-2

NOTE:

ROOF DRAIN PIPE AND LEADER

AT UNDERSIDE ROOF SLAB.

CONTRACTOR TO COORDINATE/

ROUTE DRAIN PIPE TO OUTSIDE

OF NORTH WALL

EXTENDED BUILDING

CONCRETE FLOOR SLAB

STAIR LANDING SEE

STRUCT. DWGS.

+ 61.9

- 79.5

FOR BIDDING

PURPOSES ONLY

10

'-6

"



SPECIALTY ENGINEER

(TYP.). SUBMIT SHOP

DRAWINGS



SPECIALTY ENGINEER

(TYP.). SUBMIT SHOP

DRAWINGS

+/- 9

'-1

"

FIE

LD

V

ER

IF

Y

PROPOSED LOCATION OF EXHAUST

FAN TO BE BELOW THE STRUCTURAL

BEAM. CONTRACTOR TO FIELD

VERIFY/ COORDINATE THE FINAL

LOCATION. FINAL LOCATION NOT TO

CONFLICT W/ THE CABINET HEIGHTS.

CONTRACTOR TO COORDINATE/

ROUTE FAN TO OUTSIDE OF WALL

(TYP)

PROPOSED LOCATION OF AHU AS

PER A/C PLANS. CONTRACTOR TO

FIELD VERIFY/ COORDINATE THE

FINAL LOCATION. FINAL LOCATION

NOT TO CONFLICT W/ THE

CABINET HEIGHTS

B.O. BEAM

+10'-0"

CEILING/WALL

MOUNTED AHU

UNIT

AC-1

ME

CH

AN

IC

AL

F

LO

OR

P

LA

N

1

MECHANICAL FLOOR PLAN

1/2"=1'-0"

AutoCAD SHX Text

T

AutoCAD SHX Text

ACCU-1

AutoCAD SHX Text

T

AutoCAD SHX Text

REFRIGERANT LINES

AutoCAD SHX Text

SIZE PER MANUFACTURER'S

AutoCAD SHX Text

RECOMMENDATION

AutoCAD SHX Text

1¼''CONDENSATE PIPE

AutoCAD SHX Text

TO DRYWELL

AutoCAD SHX Text

DRYWELL

AutoCAD SHX Text

TRAP

AutoCAD SHX Text

WALL MOUNTED EXHAUST FAN 500 CFM.

AutoCAD SHX Text

SET THERMOSTAT TO ACTIVATE

AutoCAD SHX Text

FAN AT 85%%DF

AutoCAD SHX Text

AHU HUNG IN CEILING

AutoCAD SHX Text

400CFM

AutoCAD SHX Text

OUTSIDE AIR

AutoCAD SHX Text

MVD

AutoCAD SHX Text

NC MOTORIZE VOLUME DAMPER

AutoCAD SHX Text

INTERLOCK DAMPER W/ EXHAUST FAN

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text

18X12

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

AT GRADE

AutoCAD SHX Text

1¼" CONDENSATE

AutoCAD SHX Text

DOWN FROM CEILING

AutoCAD SHX Text

REFRIGERANT LINES

AutoCAD SHX Text

DOWN EXTERIOR WALL

AutoCAD SHX Text

1¼''CONDENSATE PIPE

AutoCAD SHX Text

IN CEILING

AutoCAD SHX Text

REFRIGERANT LINES

AutoCAD SHX Text

IN CEILING

AutoCAD SHX Text

IN LINE COVER.

AutoCAD SHX Text

IN LINE COVER

AutoCAD SHX Text

CO

AutoCAD SHX Text

1¼''

AutoCAD SHX Text

%%USEQUENCE OF OPERATION

AutoCAD SHX Text

%%UEXHAUST FAN EF-1

AutoCAD SHX Text

1. NEW AC-1 IS ACTIVATED BY THE THERMOSTAT AND RUNS UNTIL SETPOINT IS REACHED.

AutoCAD SHX Text

3. WALL LOUVER OAL-1 WHICH IS INTERLOCKED WITH THE EF-1, OPENS UPON ACTIVATION OF

AutoCAD SHX Text

EF-1, ALLOWING FRESH MAKE-UP AIR TO ENTER THE SPACE.

AutoCAD SHX Text

5. ONCE THE EXHAUST FAN STOPS OPERATION, THE OUTSIDE AIR LOUVER IMMEDIATELY CLOSES.

AutoCAD SHX Text

2. IF AC-1 IS OFF AND THE ROOM REACHES THE EXHAUST SETPOINT OF 85 DEGREES. EF-1

AutoCAD SHX Text

WILL EXHAUST THE SPACE UNTIL THE TEMPERATURE DROPS BELOW 85 DEGREES.

AutoCAD SHX Text

&

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

A

AutoCAD SHX Text

H

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

C

AutoCAD SHX Text

O

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

G

AutoCAD SHX Text

N

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

N

AutoCAD SHX Text

U

AutoCAD SHX Text

E

AutoCAD SHX Text

L

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

R

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

SUBMITTAL:

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

D

AutoCAD SHX Text

EJH

AutoCAD SHX Text

AS

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

HALLANDALE SOUTHWEST PUMP STATION

AutoCAD SHX Text

CLIENT:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

P.E. #39048 EB 5315

AutoCAD SHX Text

ERIC J. HAMMOND P.E.

AutoCAD SHX Text


AutoCAD SHX Text

7348 NW 5TH STREET

AutoCAD SHX Text

MECHANICAL / ELECTRICAL ENGINEER

AutoCAD SHX Text

TEL: (954)327-7111 FAX (954) 327-7154

AutoCAD SHX Text

PLANTATION, FLORIDA. 33317

AutoCAD SHX Text

HAMMOND & ASSOCIATES, INC.

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

HA

AutoCAD SHX Text

17603

AutoCAD SHX Text

17603

AutoCAD SHX Text

10-17-17

EXHAUST FANS SCHEDULE

AIR HANDLING UNIT AIR-COOLED CONDENSING UNIT SYSTEMAIR CONDITIONING SYSTEM SCHEDULE

NOTES:

2 DRYWELL DETAIL

AC-2 N.T.S.

12"

4" THICK CONCRETE

36"

2" A/C CONDENSATE

DRAIN PITCH @

1/8" PER FOOT

3/4" WASHED

CRUSHED ROCK

24" X 48" LONG

CONCRETE PIPE

ONE LENGTH OF

SEAL W/ PITCH

PLUG & COVER

12"

FINISH GRADE

VENT

DRYWELL MARKER

1/2" O ROD

1 REFRIGERANT LINE COVER DETAIL

AC-2 N.T.S.

4 AIR-COOLED CONDENSING UNIT SLAB MOUNTED

AC-2 N.T.S.

5 SIDEWALL EXHAST FAN DETAIL

AC-2 N.T.S.

6 AHU HANGING DETAIL

AC-2 N.T.S.

STEEL JOIST

CLEVIS HANGER SINGLE HORIZONTAL RUNS

WITH VAPOR BARRIER INSULATION NO VAPOR BARRIER INSULATION

SINGLE HORIZONTAL RUNS CLEVIS HANGER

STEEL BEAM

CONCRETE INSERT

(SPACING OF HANGERS TO BE IN ACCORDANCE WITH FLORIDA BUILDING CODE - PLUMBING 308.5)

7 PIPE SUPPORT DATAIL

AC-2 N.T.S.

3 CONDENSING UNIT TIE-DOWN DETAIL

AC-2 N.T.S.

AC-2

ME

CH

AN

IC

AL

S

CH

ED

UL

E &

D

ET

AIL

S

AutoCAD SHX Text

EF

AutoCAD SHX Text

500

AutoCAD SHX Text

0.1

AutoCAD SHX Text

1725

AutoCAD SHX Text

DIRECT

AutoCAD SHX Text

PUMP STATION

AutoCAD SHX Text

TAG

AutoCAD SHX Text

CFM

AutoCAD SHX Text

S.P IN.H2O

AutoCAD SHX Text

MANUFACTURE/MODEL

AutoCAD SHX Text

R.P.M

AutoCAD SHX Text

H.P

AutoCAD SHX Text

VOLTAGE/PHASE

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

USE

AutoCAD SHX Text

1/20 HP

AutoCAD SHX Text

120/1/60

AutoCAD SHX Text

GREENHECK/CW080

AutoCAD SHX Text

UNIT NO.

AutoCAD SHX Text

TONS

AutoCAD SHX Text

MAKE

AutoCAD SHX Text

MODEL NO.

AutoCAD SHX Text

CFM

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

E.S.P.

AutoCAD SHX Text

FAN

AutoCAD SHX Text

FAN

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

MAKE

AutoCAD SHX Text

MODEL NO.

AutoCAD SHX Text

COMPRESSOR

AutoCAD SHX Text

FAN

AutoCAD SHX Text

FLA.

AutoCAD SHX Text

H.P.

AutoCAD SHX Text

LBS

AutoCAD SHX Text

HEATING

AutoCAD SHX Text

FLA

AutoCAD SHX Text

M.C.A.

AutoCAD SHX Text

FUSE

AutoCAD SHX Text

MAX

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

LBS.

AutoCAD SHX Text

(MBTU)

AutoCAD SHX Text

CAPACITY

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

(S)EER

AutoCAD SHX Text

AIR TEMP.

AutoCAD SHX Text

ENTERING

AutoCAD SHX Text

LEAVING

AutoCAD SHX Text

AIR TEMP.

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

VOLTAGE

AutoCAD SHX Text

VOLTAGE

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

AHU-1/ACCU-1

AutoCAD SHX Text

5

AutoCAD SHX Text

TRANE

AutoCAD SHX Text

GA

AutoCAD SHX Text

1750

AutoCAD SHX Text

180

AutoCAD SHX Text

--

AutoCAD SHX Text

1

AutoCAD SHX Text

7.6

AutoCAD SHX Text

230V,1%%C

AutoCAD SHX Text

KW

AutoCAD SHX Text

TRANE

AutoCAD SHX Text

4TTR7

AutoCAD SHX Text

QTY.

AutoCAD SHX Text

___

AutoCAD SHX Text

41

AutoCAD SHX Text

60

AutoCAD SHX Text

230V,1%%C

AutoCAD SHX Text

312

AutoCAD SHX Text

56.41

AutoCAD SHX Text

37.61

AutoCAD SHX Text

12.0

AutoCAD SHX Text

77.40

AutoCAD SHX Text

66.00

AutoCAD SHX Text

57.30

AutoCAD SHX Text

55.20

AutoCAD SHX Text

PROVIDE WITH 2-STAGE THERMOSTAT/HUMIDISTAT CONTROLLER.

AutoCAD SHX Text

1.

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

LINE COVER SHALL BE

AutoCAD SHX Text

22 GA. GALVANIZED

AutoCAD SHX Text

SHEET METAL AND

AutoCAD SHX Text

WEATHER PROOF.

AutoCAD SHX Text

FASTEN TO WALL WITH

AutoCAD SHX Text

1/4" CONCRETE NAIL

AutoCAD SHX Text

WASHER

AutoCAD SHX Text

REFRIGERANT LINES UP ALONG

AutoCAD SHX Text

WALL. PROTECT WITH LINE COVER

AutoCAD SHX Text

PAINTED TO MATCH WALL COLOR

AutoCAD SHX Text

WALL STRUCTURE

AutoCAD SHX Text

CONDENSING UNIT

AutoCAD SHX Text

ACCESS PANEL

AutoCAD SHX Text

CONDENSING UNIT W/NEOPRENE

AutoCAD SHX Text

VIBRATION ISOLATORS (4 REQ.)

AutoCAD SHX Text

FASTEN TO CONCRETE PAD FOR

AutoCAD SHX Text

HURRICANE FORCE WINDS (TYP.)

AutoCAD SHX Text

1'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

7

AutoCAD SHX Text

7

AutoCAD SHX Text

5

AutoCAD SHX Text

8

AutoCAD SHX Text

9

AutoCAD SHX Text

10

AutoCAD SHX Text

11

AutoCAD SHX Text

12

AutoCAD SHX Text

1 CONDENSING UNIT

AutoCAD SHX Text

2 COMPRESSOR ACCESS PANEL

AutoCAD SHX Text

3 BACK-SEATED REFRIGERANT

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

4 REFRIGERANT SUCTION LINE

AutoCAD SHX Text

WITH INSULATION

AutoCAD SHX Text

5 SIGHT GLASS WITH MOISTURE

AutoCAD SHX Text

INDICATOR

AutoCAD SHX Text

6 REFRIGERANT LIQUID LINE

AutoCAD SHX Text

7 CONDUIT - POWER AND

AutoCAD SHX Text

CONTROL

AutoCAD SHX Text

8 REFRIGERANT GAUGE

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text

9 CONDENSER COIL

AutoCAD SHX Text

10 COIL GUARD

AutoCAD SHX Text

11 FAN GUARD

AutoCAD SHX Text

12 CONCRETE PAD

AutoCAD SHX Text

IF REQUIRED

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FLASHING

AutoCAD SHX Text

PREFABRICATED CURVE

AutoCAD SHX Text

BIRDSCREEN

AutoCAD SHX Text

FAN HOOD

AutoCAD SHX Text

BACKDRAFT DAMPER

AutoCAD SHX Text

WALL STRUCTURE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FINISH FLOOR

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

TOP OF SLAB ELEVATION

AutoCAD SHX Text

SEE STRUCTURAL AND

AutoCAD SHX Text

CIVIL PLANS FOR DETAILS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SPRING & NEOPRENE

AutoCAD SHX Text

TYPE VIBRATION

AutoCAD SHX Text

ISOLATORS

AutoCAD SHX Text

TYP. 3/8" HANGING RODS

AutoCAD SHX Text

(TREADED) COORDINATE W/

AutoCAD SHX Text

STRUCTURAL ENGINER AND OR

AutoCAD SHX Text

ARCH. ON HOW TO FASTEN TO

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

MOUNTING. CLIPS OR

AutoCAD SHX Text

UNITS CONNECTION TO

AutoCAD SHX Text

SUPPORT RODS AS

AutoCAD SHX Text

RECOMMENDED BY MFG.

AutoCAD SHX Text

ELECTRIC HEAT

AutoCAD SHX Text

ASSEMBLY

AutoCAD SHX Text

FLEXIBLE DUCT

AutoCAD SHX Text

CONNECTOR

AutoCAD SHX Text

SUPPLY

AutoCAD SHX Text

AIR OPENING

AutoCAD SHX Text

TRANSITION AS REQUIRED

AutoCAD SHX Text

PROVIDE 24" SERVICE CLEARANCE

AutoCAD SHX Text

FOR ALL ACCESS PANELS

AutoCAD SHX Text

FILTER & RACK ASSEMBLY

AutoCAD SHX Text

1" GALV. DRAIN PAN

AutoCAD SHX Text

STRAPPED TO A.H.U.

AutoCAD SHX Text

INSULATED CONDENSATE

AutoCAD SHX Text

DRAIN AND TRAP

AutoCAD SHX Text

REFRIGERANT LINES TO

AutoCAD SHX Text

CONDENSING UNITS

AutoCAD SHX Text

INSULATE SUCTION LINE

AutoCAD SHX Text

AUX. DRAIN FLOAT SWITCH

AutoCAD SHX Text

AIR HANDING UNIT

AutoCAD SHX Text

TRANSITION AS REQ'D

AutoCAD SHX Text

RETURN AIR OPENING

AutoCAD SHX Text

HANGER ROD

AutoCAD SHX Text

LOCKING NUT

AutoCAD SHX Text

SUPPORT NUT

AutoCAD SHX Text

HEAVY DUTY CLEVIS

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

INSULATION

AutoCAD SHX Text

16 GAUGE ZINC COATED

AutoCAD SHX Text

HANGER

AutoCAD SHX Text

SHEET STEEL SADDLE AT

AutoCAD SHX Text

LEAST 8" LONG

AutoCAD SHX Text

SIDE OF WEB MEMBERS

AutoCAD SHX Text

ONE ANGLE ON EACH

AutoCAD SHX Text

REST ON TOP OF

AutoCAD SHX Text

BOTTOM CHORDS STEEL

AutoCAD SHX Text

JOISTS BETWEEN PANEL

AutoCAD SHX Text

POINTS. SIZE FOR LOAD

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

BEAM CLAMP

AutoCAD SHX Text

HANGER ROD

AutoCAD SHX Text

SIZE AS REQ.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

HEAVY DUTY

AutoCAD SHX Text

CLEVIS HANGER

AutoCAD SHX Text

SUPPORT NUT

AutoCAD SHX Text

HANGER ROD

AutoCAD SHX Text

HANGER ROD

AutoCAD SHX Text

INSERT NUT

AutoCAD SHX Text

HEAVY DUTY CONCRETE

AutoCAD SHX Text

STEEL INSERT WITH

AutoCAD SHX Text

ELONGATED STRAP

AutoCAD SHX Text

BENT STRAP 1 1/2"

AutoCAD SHX Text

BOTTOM CHORDS

AutoCAD SHX Text

OF STEEL JOIST

AutoCAD SHX Text

3/16" OVER VERT.

AutoCAD SHX Text

LESS OF ANGLES

AutoCAD SHX Text

WEB MEMBERS

AutoCAD SHX Text

WEB MEMBERS

AutoCAD SHX Text

HANGER NUT

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

NEOPRENE VIBRATION ISOLATOR

AutoCAD SHX Text

CONDENSING UNIT ON CONCRETE PAD

AutoCAD SHX Text

(SEE ARCH. PLANS FOR CONDENSING UNIT

AutoCAD SHX Text

SECURITY CAGE ENCLOSURE)

AutoCAD SHX Text

CONCRETE CURB.

AutoCAD SHX Text

1/4" SCREW WITH

AutoCAD SHX Text

WASHER

AutoCAD SHX Text

ANCHOR

AutoCAD SHX Text

STEEL BRACKET

AutoCAD SHX Text

1/4" X 2" LONG

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

&

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

A

AutoCAD SHX Text

H

AutoCAD SHX Text

S

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

C

AutoCAD SHX Text

O

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

E

AutoCAD SHX Text

N

AutoCAD SHX Text

O

AutoCAD SHX Text

G

AutoCAD SHX Text

N

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

N

AutoCAD SHX Text

U

AutoCAD SHX Text

E

AutoCAD SHX Text

L

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

R

AutoCAD SHX Text

I

AutoCAD SHX Text

S

AutoCAD SHX Text

N

AutoCAD SHX Text

G

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

SUBMITTAL:

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text

OF SHEETS

AutoCAD SHX Text

PROJECT TITLE:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

D

AutoCAD SHX Text

EJH

AutoCAD SHX Text

AS

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

HALLANDALE SOUTHWEST PUMP STATION

AutoCAD SHX Text

CLIENT:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

P.E. #39048 EB 5315

AutoCAD SHX Text

ERIC J. HAMMOND P.E.

AutoCAD SHX Text


AutoCAD SHX Text

7348 NW 5TH STREET

AutoCAD SHX Text

MECHANICAL / ELECTRICAL ENGINEER

AutoCAD SHX Text

TEL: (954)327-7111 FAX (954) 327-7154

AutoCAD SHX Text

PLANTATION, FLORIDA. 33317

AutoCAD SHX Text

HAMMOND & ASSOCIATES, INC.

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

HA

AutoCAD SHX Text

17603

AutoCAD SHX Text

17603

AutoCAD SHX Text

10-17-17

*5'-8" *8"

*6'-4"

8" CONCRETE WALL

#5 @ 10" O.C., E.W.

*1'-4"

*0"*0"

1'-0"

#5 - STD. 90°x2'-3"

DOWELS @ 10" O.C.

#4 - BENT @ 10"

O.C. (TYP.)

8" CONCRETE CONCRETE

SLAB W/ 16"x16"xCONT.

THICKENED EDGE

# 5 CON. AND #4

TRANSVERSE @

10" O.C. T&B

7"

11"

PAINT FINISH CONCRETE

EXPOSED SURFACED AS

REQUIRED

*3'-6"

*1'-4"

2'-3"

4 #5 CONT. (TYP.)

#4 @ 10" O.C.

(TYP.)

OUTLINE OF NEW PUMP

STRUCTURE, SEE STRUCTURAL

PLANS FOR MORE DETAILS

*4"

OUTLINE OF THE 2

CUBIC YARD DUMPSTER

3'-6"

FIXED 4" DIA. STEEL

PIPE BOLLARD

PAINT (2) COATS

TRAFFIC YELLOW

ROUNDED

CONCRETE CAP TO

DRAIN

45.0°

*1'-4"

*8"

*9'-4"

8" CONCRETE

WALL

#5 @ 10" O.C., E.W.

#5 - STD. 90°x2'-3"

DOWELS @ 10" O.C.

8" CONCRETE SLAB W/

16"x16"xCONT. THICKENED EDGE

# 5 CONT. AND #4 TRANSVERSE

@ 10" O.C. T&B

*3'-6"

*1'-4"

1% SLOPE

11"

7"

16" CONCRETE CAP

SEA WALL. REFER

TO SEA WALL DWGS.

STEEL SHEET PILE.

REFER TO SEA WALL

DWGS.

EXPANDABLE JOINT

1'-4"

8" 5'-4" 8" 1'-4"

7"

PVC COATED CHAIN-LINK

FENCE GATE WITH

3

4

"

WIDE PLASTIC STRIP

INSIDE BY OTHER

*3

'-6

"*1

'-4

"

OUTLINE OF NEW PUMP



6'-4"4"

PAINT FINISH

CONCRETE EXPOSED

SURFACED AS

REQUIRED

FINISH GRADE AS

CIVIL PLAN

8"5'-8"

*6'-4"

*5'-8"

*8"

*8'-8"

*8"

*9'-4"

OUTLINE OF NEW PUMP



OUTLINE OF NEW

SEAWALL, SEE SEAWALL

PLANS FOR MORE

DETAILS

OUTLINE OF NEW

DUMPSTER ENCLOSURE

8" CONCRETE

WALL

PVC COATED CHAIN-LINK

FENCE GATE WITH

3

4

"

WIDE PLASTIC STRIP

INSIDE BY OTHER

NEW 2 CUBIC

YARD DUMPSTER

*1'-0"

MIN

.

*1'-0"

MIN.

4"

4" DIA. STEEL

PIPE BOLLARD

DESIGN LOADS: HS-20 VEHICLE

GENERAL NOTES:

CODES AND STANDARDS

1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING

CODES:

A. FLORIDA BUILDING CODE 2014 SUPPL.

B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI

318-05.

C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED

CONCRETE STRUCTURES

(ACI 315-05).

D. MANUAL FOR STANDARD PRACTICE FOR WELDING REINFORCED

STEEL INSERTS & CONNECTIONS

IN REINFORCED CONCRETE CONSTRUCTION AWS. D1.4 / LATEST

EDITION.

CONCRETE

1 CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS:

A WALL 4000 PSI

B SLAB-ON-GRADE 4000 PSI

2 ALL CONCRETE SHALL BE READY MIX, HAVE A MINIMUM COMPRESSIVE

STRENGTH OF :

A. 4000 PSI @28 DAYS AND HAVE A MINIMUM OF 517 LBS. OF CEMENT

PER CUBIC YARD.

B. SLUMPS SHALL BE 3 MINIMUM AND 5 MAXIMUM.

C. CONCRETE SHALL HAVE 3 +/- 1.5 PERCENT AIR ENTRAINMENT.

D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55.

E. JOB SITE WATER SHALL NOT BE ADDED.

3 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE

ACI BUILDING CODE (ACI 318 / LATEST EDITION), THE ACI DETAILING

MANUAL (ACI 315 / LATEST EDITION), AND THE SPECIFICATIONS FOR

STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION).

4 SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL

PRIOR TO ANY FABRICATION.

5 CONCRETE COVER FOR REINFORCING STEEL SHALL BE 3" MIN.

6 NOT USED

7 REQUIREMENTS:

A ALL REINFORCING STEEL SHALL BE MANUFACTURE FROM HIGH

STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615

GRADE 60.

B W.W.F. SHALL COMPLY WITH ASTM A 185.

8 LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON

DRAWINGS.

9 REINFORCING BARS:

A. AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOS WALL

FOOTINGS, PROVIDE (1)-#5 X 5'-0" BENT BAR FOR EACH HORIZONTAL

BAR SCHEDULED AT EACH FACE.

B. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI

RECOMMENDED HOOKS UNLESS OTHERWISE NOTED.

FOUNDATION

· FOUNDATION ARE DESIGN WITH MINIMUM SAFE BEARING CAPACITY OF

2500 PSF

· REFER TO GEOTECHNICAL ENGINEER'S REPORT BY NUTTING

ENGINEERS OF FLORDA INC, DATED MARCH 2017, FOR GROUND

IMPROVEMENT RECOMMENDATION

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458


AS NOTED

172603






























THESE DOCUMENTS.


12-01-17

IG

DUMPSTER

ENCLOSURE

PLAN & DETAILS

HALLANDALE

PUMP STATION

HALLANDALE BEACH,

FLORIDA

LN

LN

DE-1

P.E. # 037590

DE

C 0

4, 2

01

7 1

1:5

1 A

M S

ER

GIO

L:\L

YE

P

RO

JE

CT

S\2

01

7\1

72

60

3 - H

AL

LA

ND

AL

E S

W P

UM

P S

TA

TIO

N\E

NG

IN

\C

AD

\D

UM

PS

TE

R E

NC

LO

SU

RE

\P

UM

P S

TA

TIO

N D

UM

PS

TE

R E

NC

LO

SU

RE

.D

WG

DUMPSTER ENCLOSURE PLAN VIEW

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

N

2

DE-1

DUMPSTER - FRONT ELEVATION

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

3

DE-1

DUMPSTER ENCLOSURE - TYPICAL WALL SECTION 1

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

1

DE-1

4

DE-1

2

DE-1

3

DE-1

DUMPSTER ENCLOSURE - TYPICAL WALL SECTION 2

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

4

DE-1

GENERAL NOTES

NOT TO SCALE

5

DE-1

*VERIFY DIMENSIONS WITH

CIVIL DRAWINGS


CIVIL DRAWINGS

*VERIFY DIMENSIONS

WITH CIVIL DRAWINGS


CIVIL DRAWINGS


C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

S.W.

7th

STREET

PROPOSED STAY IN

PLACE

SEAWALL (*

)

PROPOSED TEMPORARY S

EAWALL

PROPOSED TEM

PORARY SEAW

ALL

Xref L:\LYE Projects\2017\172603 - Hallandale SW

Pump Station\AD

MIN

\Mail\Incom

ing\11-30-17\20171130 - To LYE\USF Fabrication\ASG

36x36.dwg

10'-0"

2'-0

"2

'-0

"

4'-0

" Ø

D

IP

(S

EE

C

IV

IL

F

OR

EL

EV

AT

IO

N)

3'-0" 3'-0"

8'-0

"

REFER TO CIVIL

PLANS FOR

ELEVATIONS.

4'-0" Ø DIP

(SEE CIVIL FOR

ELEVATION)

FLOW

FLO

W

3

SW-1

8'-0

"

MIN

. H

EIG

HT

10'-0"

FLOW

#5 @ 12" T&B, EW

#5 @ 12" EW, E.F

#5 BENT BAR @ 12"

O.C (TYP)

4'-0

" Ø

D

IP

(S

EE

C

IV

IL

F

OR

EL

EV

AT

IO

N)

1SW-1

PROPOSED SEAWALL LAYOUT PLANSCALE :3/16"=1'-0"

N

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458


AS NOTED

172603






























THESE DOCUMENTS.


12-01-17

IG

PROPOSED

SEAWALL LAYOUT

PLAN

HALLANDALE

PUMP STATION

HALLANDALE BEACH,

FLORIDA

LN

LN

SW-1

P.E. # 037590

DE

C 0

4, 2

01

7 3

:4

9 P

M S

ER

GIO

L:\L

YE

P

RO

JE

CT

S\2

01

7\1

72

60

3 - H

AL

LA

ND

AL

E S

W P

UM

P S

TA

TIO

N\E

NG

IN

\C

AD

\S

EA

W

AL

L C

AD

\P

UM

P S

TA

TIO

N S

EA

W

AL

L 1

2-0

1-1

7.D

WG

PROPOSED

SEAWALL TYPE

1

PROPOSED

SEAWALL TYPE

2

PROPOSED SEAWALL

TYPE 3. (THIS SEAWALL

TO TERMINATE AT WET

WELL

1

SW-2

2

SW-2

EXISTING

ABUTMENT

SYSTEM

PROPOSED PUMP STATION

(REFER TO CIVIL &

STRUCTURAL PLAN)

NEW PIPE (TYP.)

(REFER TO CIVIL FOR

LOCATION & ELEVATIONS)

EXISTING SEA WALL

(TYP.)

1

SW-3

EXISTING ABUTMENT

SYSTEM

NEW PIPE (TYP.)

(REFER TO CIVIL FOR


NEW PIPE (TYP.)

(REFER TO CIVIL FOR


EXISTING PANEL

SEA WALL (TYP.)

S

L

O

P

E

PROPOSED DRAINAGE PIPE

(TYP.)

(REFER TO CIVIL FOR


(*) CUT OFF ELEVATION 2'-0"

BELOW THE CANAL MUDLINE

AFTER INSTALLATION OF THE PIPE

NEW DUMPSTER

ENCLOSURE. SEE SHEET

DE-1

SEE CIVIL DRAWINGS FOR

EXTENT OF RIP RAP

DIMENSION AND

SPECIFICATIONS

FOR DIMENSIONS AND SHEET PILE

LAYOUT SEE SHEET SW-2 & SW-3

EXISTING SEA WALL

TO BE REMOVED

EXISTING SEA WALL

TO BE REMOVED

EXISTING PILE OF

BRIDGES END BENT

EXISTING PILE OF

BRIDGES END BENT

EXISTING SEA WALL

(TYP.)

PROPOSED CONCRETE

GENERATOR PAD. SEE

SHEET MS-1


NEW THRUST BLOCK #1

(TYP.) (REFER TO CIVIL FOR


NEW THRUST BLOCK #2



NEW THRUST BLOCK #3



NEW THRUST BLOCK #4



2

SW-1

PLAN DETAIL

SCALE : 3/32 "=1'-0"

3

SW-1

SECTION DETAIL

SCALE : 3/32 "=1'-0"

13'-10"

7'-7"

21'-6"

3'-4" 2'-6"

3

2

1

1'-11"

9'-6"

3'-4"

10'-1"

EL. -9.25' (V.I.F.)

MUD LINE

EL. -13.65'

TOP OF PIPE

(REFER TO CIVIL

DRAWINGS)

21'-6"

1'-11" 9'-6" 10'-1"

EL. -3.0'

TOP OF WALL

2

1

1'-4

"

EL. -15.25'

BOTTOM OF

SHEET PILE

EL. -3.5'

EXISTING GRADE

48"Ø THRU PIPE

(REFER TO DETAIL 4/SW-4

FOR PIPE PENTRATION

DETAIL)

3

INV. EL. -9.10'

(V.I.F.)

DRAINAGE PIPE

EL.± -9.23' (V.I.F.)

MUD LINE

EL. -3.0'

TOP OF WALL

1

1'-4

"

3

EL. -15.25'

BOTTOM OF

SHEET PILE

EL. -3.5'

EXISTING GRADE

2

11'-8"

EL. -12.57'

TOP OF PIPE

(REFER TO CIVIL

DRAWINGS)

48"Ø THRU PIPE

(REFER TO DETAIL 4/SW-4

FOR PIPE PENTRATION

DETAIL)

1'-11"9'-10"

INV. EL. -8.99'

(V.I.F.)

DRAINAGE PIPE

6'-6"

2

4'-0"2'-6"

3

1

11'-8

"

9'-2

"2'-6"

1'-11

"9'-9"

3SW-2

PROPOSED WALL TYPE 1 EAST ELEVATIONSCALE :3/4"=1'-0"

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458


AS NOTED

172603






























THESE DOCUMENTS.


12-01-17

IG

PROPOSED

SEAWALL PLANS

& PROFILES

HALLANDALE

PUMP STATION

HALLANDALE BEACH,

FLORIDA

LN

LN

SW-2

P.E. # 037590

DE

C 0

4, 2

01

7 3

:4

9 P

M S

ER

GIO

L:\L

YE

P

RO

JE

CT

S\2

01

7\1

72

60

3 - H

AL

LA

ND

AL

E S

W P

UM

P S

TA

TIO

N\E

NG

IN

\C

AD

\S

EA

W

AL

L C

AD

\P

UM

P S

TA

TIO

N S

EA

W

AL

L 1

2-0

1-1

7.D

WG

1SW-2

PROPOSED WALL TYPE 1 PLANSCALE :3/8"=1'-0"

NRev. Number:

4SW-2

PROPOSED WALL TYPE 2 WEST ELEVATIONSCALE :3/8"=1'-0"

N

LAND SIDE

CANAL SIDE

4

SW-3

2SW-2


PROPOSED

PUMP STATION

WALL

LAND SIDE

CANAL SIDE

NEW PIPE (TYP.)

(REFER TO CIVIL FOR


NEW PIPE (TYP.)

(REFER TO CIVIL FOR

LOCATION &

ELEVATIONS)

3

SW-2

4

SW-2

3

SW-4

2

SW-4

4

SW-3

LEGEND

±CONCRETE CAP (NEW)1

STEEL SHEET PILE (PZ-35)2

BATTER PILE (14"x14")3

DISCRIPTION

NOTE:

1. CAPACITY OF ALL BATTER PILES = 34 TONS,

EMBEDMENT AS PER SIGNED & SEALED SOIL

REPORT BY NUTTING ENGINEERS

LEGEND




DISCRIPTION

NOTE:




EL. -3'-0" (VERIFY)

TOP OF

WALL

EL. -3'-0" (VERIFY)

TOP OF WALL

3

SW-4

EXISTING SEA WALL

(SEE CIVIL PLAN FOR

PIPE INSTALLATION

THRU EXISTING )

EXISTING SEA

WALL

LYE EXISTING GRADE ELEVATION -3.5' = +3.5' NA.V.D.

LYE T.O.W. ELEVATION -3.0' = 4.0' N.A.V.D.







PROPERTY LINE

PROPERTY LINE

REFER TO DETAIL

4/SW-4 FOR PILE

PENETRATION THRU

STEEL SHEET PILE

PROPOSED

DRAINAGE PIPE

PER CIVIL PLAN

NOTE:

WELD FULL LENGTH OF EACH SHEET PILE

1

4

"x4"

WELD PER EVERY FOOT. PRIOR TO DRIVE AND

CUT OPEN NEW PIPE OPENING. CUT NOT MORE

THAN 1" AROUND OUTSIDE OF DIAMETER OF

PIPE. INSTALL #3 REBAR 4" LONG AT 8" O.C.

AROUND CUT OPEING 2" CLEARANCE. SEAL

ALL AROUND THE PIPE BOTH SIDES WITH 4000

PSI NON SHRINK 6"x6"x6" GROUT AROUND THE

PIPE.

3

SW-4

EXISTING PILE OF

BRIDGES END BENT

NEW PIPE (TYP.)

(REFER TO CIVIL FOR

LOCATION &

ELEVATIONS)

NEW PIPE (TYP.)

(REFER TO CIVIL

FOR LOCATION &

ELEVATIONS)

EXISTING PILE OF

BRIDGES END BENT

FIELD ADJUSTMENT IF

CONFLICT WITH THRU

PROPOSED THRU PIPE

AS NECESSARY

PROPOSED

PUMP STATION

WALL

PROPOSED

DRAINAGE PILE

PER CIVIL PLAN


1'-4

"

EL. REFER TO

CIVIL DRAWING

MUD LINE

EL. -14.67'

TOP OF PIPE

(REFER TO CIVIL

DRAWINGS)

EL. -3.0'

TOP OF

WALL

2

4

1

2'-6"

3

EL. -15.25'

BOTTOM OF SHEET PILE

EL. -3.5'

EXISTING

GRADE

EL. -3.5'

TOP OF WALL

(TO MATCH EXISTING

GRADE)

EL. -3.0'

TOP OF WALL

2

1

1'-4

"

4

19'-10"

4'-5" 10'-11" 4'-5"

2'-6"

3

EL. -15.25'

BOTTOM OF

SHEET PILE

EL. -3.5'

EXISTING GRADE

EL. -6.52'

TOP OF PIPE

(REFER TO CIVIL

DRAWINGS)

EL. REFER TO

CIVIL DRAWING

MUD LINE

2

1

4

19'-3"

8'-7

"

16'-9" 2'-6"

3'-7" 11'-3" 4'-5"

2'-6

"

3

INTER-LOCK CONNECTION AS PER

SHEET PILE MANUFACTURE

1'-4

"

8"

5" MIN.

2.75

12

REFER TO ELEVATION

FOR

NEW MUD LINE

5"

2'-6"(4) #6 x CONT., TOP

#4 @ 10" O.C.

EL. -3.0'

TOP OF WALL

16" CONCRETE CAP

REFER TO CIVIL

DWGS. FOR PROFILE.

#6 x CONT. MID.

#4 @ 10" O.C.

(4) #6 x CONT., BOTTOM

#4 - 30" LONG @ SHEET PILE MID

SECTION

6'-0

" M

IN

. E

MB

ED

ME

NT

14"x14" PRECAST BATTER PILE W/ EMBEDMENT

AS PER SIGNED AND SEALED SOIL REPORT

AND MIN. CAPACITY OF 34 TONS

STEEL SHEET PILE (PZ-35

OR EQUAL APPROVAL) AND

PROVIDE WEEP HOLES AS REQ'D

(SEE WEEP HOLE NOTE)

EXISTING GRADE

COMPACTED FINISH

GRADE AS REQUIRED

TOP VIEW (TYPICAL)

2'-6"

8" 1'-3"

5" MIN.

14"x14" PRECAST BATTER PILE

STEEL SHEET PILE PZ-35

16" CONCRETE CAP

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458


AS NOTED

172603






























THESE DOCUMENTS.


12-01-17

IG

PROPOSED

SEAWALL PLANS,

PROFILES &

DETAIL

HALLANDALE

PUMP STATION

HALLANDALE BEACH,

FLORIDA

LN

LN

SW-3

N Rev. Number:

1SW-3


LAND SIDE

CANAL SIDE

NEW PIPE

(BEYOND)

P.E. # 037590

SL

OP

E

4

SW-3

2

SW-3

4

SW-3

3

SW-3

PROPOSED PUMP STATION WALL

(SEE STRUCTURAL PLAN OF

PUMP STRUCTURE)

NEW PIPE

(BEYOND)

(TYP.)

LEGEND




DISCRIPTION

NOTE:




4SW-3

TYPICAL SEAWALL SECTION DETAILSCALE :3/4"=1'-0"

PROPOSED

PUMP STATION

WALL

PROPOSED

PUMP STATION

WALL

TO

P O

F

CA

P

EL. REFER TO

CIVIL DRAWINGS

TOP OF WALL CAP

EL. 0''-0" (VERIFY)

TOP OF WALL

5

SW-3





2SW-3

PROPOSED WALL TYPE 3 EAST ELEVATIONSCALE :3/8"=1'-0"

3SW-3 SCALE :3/8"=1'-0"

PROPOSED WALL TYPE 3 NORTH ELEVATION

NEW PIPE AS

PER CIVIL

PLAN

KING PILE (14"x14")4


9

0

.

0

°

DETAIL "AA"

PVC SEPARATOR

CONTINUOUS FULL

LENGTH

1

2

" Ø S.S. BOLT

STAGGERED

@ 18" VERTICALLY

ANCHORED INTO

EXISTING CONC. WALL

10"

3" 4" 3"

TYP

3/8

1

2

" THICK STEEL VERT. BENT

PLATE SAME HEIGHT AS

STEEL SHEET PILE

(VERIFY SITE CONDITION)

STEEL SHEET PILE

AS PER PLAN

8"

8"


CONCRETE WALL

DETAIL "BB"

TYP

3/8

4"

10

"

3"

4"

3"

STEEL SHEET PILE

AS PER PLAN

PVC SEPARATOR

CONTINUOUS FULL

LENGTH

1

2

" Ø S.S. BOLT

STAGGERED

@ 18" VERTICALLY

ANCHORED INTO

EXISTING CONC. WALL


CONCRETE WALL

1

2

" THICK STEEL VERT.

BENT PLATE SAME

HEIGHT AS STEEL SHEET

PILE (VERIFY SITE

CONDITION)

DETAIL "CC"

EXISTING SEAL

WALL

1

2

" Ø S.S. BOLT

STAGGERED

@ 18" VERTICALLY

ANCHORED INTO

EXISTING CONC. WALL

4"

10"

3"

4"

3"

TYP

3/8

PVC SEPARATOR

CONTINUOUS FULL

LENGTH

1

2

" THICK STEEL VERT.

BENT PLATE SAME HEIGHT

AS STEEL SHEET PILE

(VERIFY SITE CONDITION)

STEEL SHEET PILE

AS PER PLAN

EXISTING PILE OF

BRIDGES END BENT

6" MIN.

NEW CONCRETE PILE

CAP ABOVE AS PER

PLAN

NEW PZ-35 STEEL

SHEET PILING AS

PER PLAN

2'-6"

#3 HOR. BAR WELDED

TO THE SHEET PILE @

8" O.C.

48"Ø THRU PIPE

(REFER TO CIVIL PLAN FOR

LOCATION AND ELEVATION

FILLED GROUT

CONCRETE AROUND

THE OPENINGS

(TYP.)

DETAIL - TOP VIEW

DETAIL - TOP VIEW

1'-10" 1'-10" 1'-10"

PZ-35 PZ-35 PZ-35

DETAIL - ELEVATION

48"Ø THRU PIPE

(REFER TO CIVIL PLAN FOR

LOCATION AND ELEVATION

FILLED GROUT

CONCRETE AROUND

THE OPENINGS

(TYP.)

NEW PZ-35 STEEL

SHEET PILING AS

PER PLAN

WELD MIN. THREE (3)

SHEET PILES

TOGETHER PRIOR

TO DRIVE INTO

GROUND

#3 HOR. BAR WELDED TO THE

SHEET PILE @ 8" O.C.

6" M

IN

.

BOTTOM OF SHEET PILE

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458


AS NOTED

172603






























THESE DOCUMENTS.


12-01-17

IG

PROPOSED

SEAWALL DETAILS

HALLANDALE

PUMP STATION

HALLANDALE BEACH,

FLORIDA

LN

LN

SW-4

Rev. Number:

P.E. # 037590

3SW-4

CONNECTION DETAIL CSCALE :1-1/2"=1'-0"

Checked:

1SW-4

CONNECTION DETAIL ASCALE :1-1/2"=1'-0"

2SW-4

CONNECTION DETAIL BSCALE :1-1/2"=1'-0"

PROPOSED PUMP

STATION CONCRETE

WALL

30" x 16" DP.

CONC SEAWALL CAP

SHEET PILING

AS PER PLAN

1

2

" THICK STEEL

BENT PLATE

DETAIL "AA"NOT TO SCALE

SHEET

PILING

AS PER PLAN

PROPOSED PUMP

STATION CONCRETE

WALL

DETAIL "BB"NOT TO SCALE

30" x 16" DP.

CONC SEAWALL CAP

EXISTING SEAWALL

1

2

" THICK STEEL

BENT PLATE

SHEET

PILING

AS PER PLAN

DETAIL "CC"NOT TO SCALE

4SW-4

PIPE PENETRATION TYPICAL DETAILSCALE : 1/2"=1'-0"

NOTE:

WELD FULL LENGTH OF EACH SHEET PILE

1

4

"x4"

WELD PER EVERY FOOT. PRIOR TO DRIVE AND

CUT OPEN NEW PIPE OPENING. CUT NOT MORE

THAN 1" AROUND OUTSIDE OF DIAMETER OF

PIPE. INSTALL #3 REBAR 4" LONG AT 8" O.C.

AROUND CUT OPEING 2" CLEARANCE. SEAL

ALL AROUND THE PIPE BOTH SIDES WITH 4000

PSI NON SHRINK 6"x6"x6" GROUT AROUND THE

PIPE.

1

2

" THICK STEEL

BENT PLATE


14.9"

22.64"

PZ-35 STEEL SHEET PILE PROFILE

GENERAL NOTES

ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE MOSTRECENT EDITION OF THE FLORIDA BUILDING CODE, CITY LABOR LAWS, CITY ORDINANCES,CITY/ COUNTY ZONING CODES, RULES AND REGULATIONS, AND ANY APPLICABLE CODES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQ'D PERMITS TO CARRYOUT THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS, .CONSULT THESE DOCUMENTS FOR SLEEVES, DEPRESSIONS AND ANY OTHER DETAIL NOTSHOWN ON THE STRUCTURAL DOCUMENTS.

ALL DIMENSIONS AND CONDITIONS MUST BE VERIFY IN THE FIELD. ANY DISCREPANCIESSHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDINGWITH THE AFFECTED PART OF THE WORK.

CONTRACTOR(S) SHALL FAMILIARIZE HERSELF/ HIMSELF WITH ALL THE EXISTING CONDITIONSAT THE SITE RELATIVE TO SCOPE OF WORK RELATING TO THIS PROJECT, MATERIALSHANDLING, STORAGE AND DELIVERY, WORKING SPACE AVAILABLE, SAFETY PRECAUTIONSREQUIRED, AND ALL OTHER CONDITIONS NECESSARY TO THE MAKING OF AN ACCURATE ANDCOMPLETE PROJECT BID, NO INCREASE IN PROJECT COST WILL BE ALLOWED FOR FAILUREOF THE CONTRACTOR TO KNOW EXISTING SITE CONDITIONS.

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER IS COMPLETED.IT IS THE CONTRACTOR RESPONSIBILITY TO DETERMINE PROCEDURES AND SEQUENCING TOENSURE SAFETY OF THE DECK AND ITS COMPONENTS DURING ERECTION. THIS INCLUDESTHE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS ORTIEDOWNS.

DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ANY DIMENSIONS NOT INDICATED ONDRAWINGS SHALL BE CONFIRMED WITH ENGINEER PRIOR TO CONSTRUCTION.

NO WORK SHALL BE PERFORMED OUTSIDE THE PROJECT LIMITS WITHOUT PRIOR WRITTENAPPROVAL FROM THE BUILDING OWNER AND OR ENGINEER.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES ASREQUIRED FOR COMPLETION OF WORK.

MATERIALS SHALL BE NEW, OF QUALITY SPECIFIED, DELIVERED IN A TIMELY FASHION ANDAMPLE QUANTITY TO PREVENT DELAY OF WORK. SUBSTITUTIONS REQUIRE PRIOR APPROVALFROM ENGINEER.

THERE ARE NO SUBSTITUTIONS ALLOWED UNLESS APPROVED BY THE ENGINEER. THE G. C.SHALL SUBMIT IN WRITING ALL REQUESTS FOR SUBSTITUTIONS.

THE G. C. SHALL SUBMIT IN WRITING TO THE ENGINEER PRIOR INSTALLATION, IF ANYUNFORESEEN CONDITIONS AFFECTING INSTALLATION ACCORDING TO SPECIFICATIONS.

ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESSDETAILED OR NOTED OTHERWISE.

CODES AND STANDARDSTHE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:

A FLORIDA BUILDING CODE / 2014 EDITION.B BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02).

C MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETESTRUCTURES (ACI 315 / LATEST EDITION)

D MANUAL FOR STANDARD PRACTICE FOR WELDING REINFORCED STEEL INSERTS &CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION AWS. D1.4 / LATESTEDITION.

E SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. ACI 301 / LATESTEDITION.

G 2014 FDOT DESIGN STANDARD IF APPLICABLE DESIGN LOADS

THE STRUCTURAL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDABUILDING CODE LATEST EDITION, (2014). THE FOLLOWING SUPERIMPOSED LOADING HAVEBEEN UTILIZED:

SEAWALLLIVE LOAD 250 PLFDEAD LOAD 500 PLFSURCHARGE 200 PSF

DESIGN CRITERIAALL WORK SHALL CONFORM WITH THE MINIMUM STANDARDS AS SPECIFIED IN THE FLORIDABUILDING CODE LATEST EDITION AND ASCE 7-10.

SPECIAL INSPECTIONTHE OWNER SHALL EMPLOY A QUALIFIED SPECIAL INSPECTOR TO PERFORM INSPECTIONS INACCORDANCE WITH THE "THRESHOLD INSPECTION GUIDELINES", ISSUED SEPARATELY BY THEARCHITECT OR ENGINEER OF RECORD. THE SPECIAL INSPECTOR SHALL CERTIFY WITH HISSEAL AND SIGNATURE AT THE END OF CONSTRUCTION, THAT THE CONSTRUCTION OF THISSTRUCTURE HAS BEEN COMPLETED ACCORDING TO THE PROJECT PLANS ANDSPECIFICATIONS.

SPECIAL INSPECTIONS SHALL BE PERFORMED BY A REGISTERED PROFESSIONAL ENGINEERLICENSED TO PERFORM INSPECTIONS UNDER FLORIDA THRESHOLD LAW OR HIS QUALIFIEDFULL TIME EMPLOYEE.

SHOP DRAWING REVIEWSHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENTOF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, ELEVATIONS, DIMENSIONS, ETC.

LENGTH, ELEVATIONS, DIMENSIONS, ETC.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TOTHE ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.

IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGSUNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD.

REPRODUCTION OF STRUCTURAL DRAWINGS FOR USE AS SHOP DRAWINGS IS NOTPERMITTED.

ALL CHANGES AND ADDITIONS MADE ON RE-SUBMITTAL MUST BE CLEARLY FLAGGED ANDNOTED THE PURPOSE OF THE RE-SUBMITTAL MUST BE CLEARLY NOTED ON THE LETTER OFTRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSINGTHE RE-SUBMITTAL.

SHOP DRAWINGS REQUIRED ENGINEERING INPUT BY SPECIALTY ENGINEER

THE FOLLOWING SYSTEM AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION ANDERECTION DRAWINGS WITH INPUT BY A SPECIALTY ENGINEER:

· STRUCTURAL PRECAST PILES· STRUCTURAL PRECAST PANELS· STEEL SHEET PILES

SUBMITTAL SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LISTDESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPERFABRICATION AND INSTALLATION CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFYSPECIFIC PRODUCT UTILIZED. GENERIC PRODUCT WILL NOT BE ACCEPTED.

SHOP DRAWING AND CALCULATIONS MUST BE PREPARED UNDER THE DIRECT SUPERVISIONAND CONTROL OF THE SPECIALTY ENGINEER.

SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE ANDSIGNATURE OF THE SPECIALTY ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLESUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BYSUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION, SUCHDESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THESPECIALTY ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FORTHE RESULT.

DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION,(SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTIONDRAWINGS), AND REQUIRING NO ENGINEERING INPUT DO NOT REQUIRE THE SEAL OF ASPECIALTY ENGINEER.

REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTAL IS LIMITED TO VERIFYTHE FOLLOWING:

· THAT THE SPECIFIED STRUCTURAL SUBMITTAL HAVE BEEN FURNISHED.· THAT THE STRUCTURAL SUBMITTAL HAVE BEEN SIGNED AND SEALED BY THE

SPECIALTY ENGINEER.· THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AS HAS

USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAIL CHECK OFDIMENSIONS OR QUANTITIES WILL BE MADE.)

· THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTAL ISCONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAIL CHECK OFDIMENSIONS OR QUANTITIES WILL BE MADE).

SUBMITTAL NOT MEETING THE ABOVE REFERENCED CRITERIA WILL NOT BE REVIEWED

REINFORCING STEEL

SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST ANDPLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OFACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIORCOMMENCING ANY FABRICATION.


EMBEDDED ITEMS INCLUDING BUT NOT LIMITED TO STEEL PLATES FOR CONNECTIONS,WATER STOPS, DOVETAIL SLOTS FOR MASONRY ANCHORS, INSERTS FOR GLASS DOORAND RAILS, DOWNSPOUT PIPES IN COLUMNS SHALL BE COORDINATED BY THE CONTRACTORIN A TIMELY MANNER. ALL EMBEDDED STEEL PLATES FOR THE CONNECTION OF WALLFRAMING, ROOF FRAMING AND MISCELLANEOUS STEEL SHALL BE COORDINATED WITH WALLPANEL JOINTS AND OPENINGS. SUBMIT SHOP DRAWINGS AND OBTAIN ENGINEER APPROVALPRIOR CONCRETE PLACEMENT.

CONCRETE

SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX:

6,000 PSI FOR PILES WATER TO CEMENT RATIO BY WEIGHT SHALL NOT EXCEED0.50

4,000 PSI FOR WALL PANELS; WATER TO CEMENT RATIO BY WEIGHT SHALL NOTEXCEED 0.60.

4,000 PSI FOR ALL OTHER STRUCTURAL CONCRETE; WATER TO CEMENT RATIO BYWEIGHT SHALL NOT EXCEED 0.50

CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS ANDSPECIFICATIONS.

SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDERS OR LAB TEST FOR REVIEWPRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVEIDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSEAGGREGATE. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ASTMSTANDARDS C94 FOR MEASURING, MIXING, TRANSPORTING, ETC.

CONCRETE TICKETS SHALL BE TIME STAMPED WITH CONCRETE IS BATCHED. THE MAXIMUM

STANDARDS C94 FOR MEASURING, MIXING, TRANSPORTING, ETC.

CONCRETE TICKETS SHALL BE TIME STAMPED WITH CONCRETE IS BATCHED. THE MAXIMUMTIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITSFINAL POSITION SHALL NOT EXCEED ON AND ONE HALF, (1 1/2), HOURS. IF FOR ANYREASON THERE IS A LONGER DELAY THAN THAT STSTED ABOVE, THE CONCRETE3 SHALL BEDISCARDED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'SREPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE THE THE ABOVE.

ALL SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTMSTANDARD C309 TYPE 1 AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BEPLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFTTHE UNFINISHED CONCRETE ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANESHALL BE RECOATED DAILY.

ALL CONCRETE SHALL HAVE MID-RANGE WATER REDUCING ADMIXTURE CONFORMING TOASTM C494 TYPE A. ADMIXTURES CONTAINING CHLORIDE IONS MORE THAN 0.05 PERCENTBY WEIGHT IN THE ADMIXTURE SHALL NOT BE USED. OTHERS ADMIXTURES SHALL BEAPPROVED BY THE ENGINEER OF RECORD. AIR-ENTRAINING ADMIXTURES SHALL NOT BEUSED IN STRUCTURAL CONCRETE.

ALL CONCRETE MIX DESIGN DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATINGWHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE.

ALL CONCRETE DESIGN MIX SUBMITTAL SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATAAS PER CHAPTER 5 OF ACI 318.

CONCRETE TESTING

AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TEST ON CAST INPLACE CONCRETE;ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE".MAXIMUM SLUMP SHALL BE 4" INCHES. CONCRETE CONTAINING MID-RANGE WATERREDUCED SHALL HAVE A MAXIMUM SLUMP OF 7.5 INCHES.

ASTM C39 - " STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICALCONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOREVERY 50 CUBIC YARDS, OR FRACTION THEREOF, PLACED PER DAY. REQUIRED CYLINDERSQUANTITIES AND TEST AGE AS FOLLOWS:

· 1 AT 7 DAYS· 2 AT 28 DAYS

ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDEER THE DIRECTION OF THEENGINEER, IF REQUIRED, IF 28 DAY STRENGTH IS ARCHIVED, THE CYLINDER MAY BEDISCARDED.

PENETRATION

NO PENETRATING SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSELOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER.

CHEMICAL ANCHORS.

SHALL BE TWO PART EPOXY POLYMER INJECTION SYSTEM, SUCH AS RAMSET 'EPCON", RAWL"FOIL-FAST" CARTRIDGE SYSTEM, DUR-O-WALL, "DUR-O-PAIR" EPOXY ANCHOR, OR HILTIHSE2411 EPOXY DOWELING SYSTEM, OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITHMANUFACTURERS INSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'SREPRESENTATIVE.

SHEET PILES

1. ALL SHEET PILES AND PILE MISCELLANEOUS ALUMINUM WORK SHALL BE PERFORMED AS PER F.D.O.T. SPECIFICATION 455-9 AND SECTION 962.

2. SHOULD THE CONTRACTOR DECIDE TO USE A DIFFERENT SIZE OF ALUMINUMSHEET PILE SECTION, HE/ SHE SHALL MEET OR EXCEED THE FOLLOWING SHEETPILES REQUIREMENTS.

· SECTION TYPE PZ-35 OR SIMILAR APPROVALS· SECTION MODULUS 48.5 CU.IN./FT· MIN. EMBEDMENT AS SHOWN ON PLANS AND SECTION DETAILS

Design:

DescriptionNumber

Job Number:

Rev. Number:

Drawing Number:

Date:

Checked:

Drawn:

Scale:

Project Name:

Drawing Title

Revisions:




(954)771-0630 FAX:(954)771-0519

FL. LIC.: CA-5458


AS NOTED

172603






























THESE DOCUMENTS.


12-01-17

IG

PROPOSED

SEAWALL

GENERAL NOTES

HALLANDALE

PUMP STATION

HALLANDALE BEACH,

FLORIDA

LN

LN

SW-5

Rev. Number:

P.E. # 037590

1SW-5

GENERAL NOTESNOT TO SCALE


S-0 PUMP STATION STRUCTURE FOR BIDDING ...

Documents

Transcript of S-0 PUMP STATION STRUCTURE FOR BIDDING ...