Attachment 1E - Chiller Plant - 100 Drawings.pdf

FERDINAND STREET - 60' R.O.W.

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11'-1 1_

11'-1 1_

11'-4 1_

11'-4 1_

PROJECT LOCATION - CHILLER BUILDING

PROJECT LOCATION - CANTEEN

VIERA, FL.

VAMC OUTPATIENT CLINIC

GENERAL

ARCHITECTURAL

CIVIL

STRUCTURAL

PLUMBING

FIRE PROTECTION

MECHANICAL

ELECTRICAL

GI001 COVER SHEET

GI002 PHASING PLAN

CD100 DEMOLITION PLAN

CS101 SITE PLAN

CG101 PAVING, GRADING, & DRAINAGE PLAN

CU101 UTILITY PLAN

CJ501 CONSTRUCTION DETAILS

SA001 STRUCTURAL ABBREVIATIONS AND SYMBOLS

SA002 STRUCTURAL NOTES

SA003 BUILDING WIND LOAD DIAGRAM

SD001 DEMOLITION PLAN

SF101 FOUNDATION AND SLAB PLAN

SF102 ROOF FRAMING PLAN

SF103 SCREEN WALL PLAN

SJ501 STRUCTURAL DETAILS

SJ502 STRUCTURAL DETAILS

SJ503 STRUCTURAL DETAILS

AE101 CHILLER BUILDING FLOOR PLAN

AE102 CANTEEN FLOOR PLAN

AE103 CHILLER BUILDING ROOF PLAN

AE104 REFLECTED CEILING PLAN

LS101 LIFE SAFETY PLAN NOTES

AE201 DETAILS, SCHEDULES

AE301 CHILLER BUILDING ELEVATIONS

AE302 CHILLER BUILDING ELEVATIONS

AE401 CHILLER BUILDING SECTIONS

AE402 CHILLER BUILDING WALL SECTIONS, DETAILS

AE403 SECTIONS, DETAILS

FP001 FIRE PROTECTION SYMBOLS, LEGEND, & NOTES

FP100 FIRE PROTECTION SITE PLAN

FP101 CHILLER BUILDING FIRE PROTECTION PLAN

FP102 FREEZER/COOLER FIRE PROTECTION PLAN

FP501 FIRE PROTECTION DETAILS

P-001 PLUMBING SYMBOLS, SCHEDULE, NOTES AND ABBREVIATIONS

P-101 PLUMBING PLANS

P-501 PLUMBING DETAILS AND RISERS

M-001 MECHANICAL LEGEND, NOTES, AND ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN

MD201 FREEZER/COOLER MECHANICAL DEMOLITION PLAN

M-101 CHILLER PLANT MECHANICAL NEW WORK PLAN

M-201 FREEZER/COOLER MECHANICAL NEW WORK PLAN

M-301 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 BAS - MECHANICAL CHW SYSTEM SEQUENCE OF OPERATION

M-702 BAS - CHW PLANT CONTROL DIAGRAM

M-703 BAS - MECHANICAL EQUIPMENT SEQUENCES OF OPERATION

M-704 BAS - MECHANICAL EQUIPMENT SEQUENCES OF OPERATION

M-705 BAS - MECHANICAL EQUIPMENT SEQUENCES OF OPERATION

M-706 BAS - MECHANICAL EQUIPMENT SEQUENCES OF OPERATION

M-707 BAS - CONTROL SYSTEM ARCHITECTURE

M-708 BAS - MECHANICAL CONTROLS ROOF PLAN

E-001 ELECTRICAL SYMBOL LEGEND, AND ABBREVIATIONS

E-002 ELECTRICAL, FIRE ALARM, AND DEMOLITION GENERAL NOTES

ED101 ELECTRICAL PLAN - DEMOLITION

ED601 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

EL101 ELECTRICAL PLAN - LIGHTING & LIGHTING FIXTURE SCHEDULE

EP101 ELECTRICAL PLAN - POWER

EP201 ELECTRICAL PLAN - FREEZER/COOLER - POWER

EP501 ELECTRICAL POWER DETAILS

EP601 ELECTRICAL ONE-LINE DIAGRAM

EP701 ELECTRICAL PANEL SCHEDULES

ES101 ELECTRICAL SITE PLAN

ET101 ELECTRICAL PLAN - SYSTEMS

ET501 ELECTRICAL SYSTEMS DETAILS

EY101 ELECTRICAL PLAN - LIGHTNING PROTECTION

EY501 LIGHTNING PROTECTION DETAILS

SHEET #

DWG # SHEET NAME

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

ARCHITECT:

STAMPCONTRACTOR

321 4 5 6 7 8 9 10

STRUCTURAL/MEP:MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

CIVIL

MORGAN & ASSOCIATES

CONSULTIING ENGINEERS, INC.

504 N. HARBOR CITY BLVD.

MELBOURNE, FL 32935

(321) 751-6088

C R e v it L o c a l\

V A

V

IE

R A

C H

IL

L

E R

R E

P L A

C E

M E

N T

S

T R

R m a tt .o liv e .r v t

/1 /2

:2

:3

A

M

GI001

COVER SHEET

LCA ARCHITECTURE, INC.

1975 SANSBURY'S WAY, STE 108

WEST PALM BEACH, FL 33411

(561) 493-4787

AA 0003432

TLC ENGINEERING SOLUTIONS, INC.

874 DIXON BLVD.

COCOA, FL 32922

(321) 636-0274

COA 15

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

12-20-2019 CGT BAW

DEPARTMENT OF VETERANS AFFAIRS

VIERA VA OUTPATIENT CLINIC

2900 VETERANS WAY

VIERA, FL

32940

DESIGN BUILD - REPLACE CHILLERS - VIERA

PROJECT #: 675-18-151

100% CONSTRUCTION DOCUMENTS

1" = 100'-0"

KEY SITE PLANLOCATION MAP LIST OF DRAWINGS

Revisions: Date:

D

D

D

D

D

D

D

BFP

.4

.6

49.6'

47.1'

VV V

V V

TOE

T O E

TOE

T O E

T O B

T O B

T O B

T O B T O B

T O B

T O B

T O B

TOB

TOB

TOB

TOB

T O B

TOB

T O E

TOE

TOE

TO

E

SD

W

SS

W W W

FPL TRANSFORMER PAD

METER

PROJECT LOCATION -

CHILLER BUILDING

PROJECT LOCATION -

CANTEEN

VICINITY MAP

8' - 0"

2'

0" 6'

0"

4"X6" PT

WOOD POST

EL. (SEE CIVIL)

T/GRADE

8"Ø CONC

PIER, TYP

4'

0"

4"X6" PT

WOOD POSTS2X4 FRAMING

2x4 FRAMING

MDO PLYWOOD

W/ GRAPHICS AS

REQUIRED BY VA

SPECIALTY SIGN

SP-24.01

ERECT CONSTRUCTION FENCE TO PROVIDE SAFE WORKING AREA FOR EMPLOYEES AND PUBLIC. ESTABLISH OFFICE/STORAGE/LAY DOWN AREA.THE CURRENT GOVERNMENT VEHICLE PARKING AREAS THAT SOUNDS THE EXISTING CHILLER YARD WILL NOT BE AVAILABLE FOR GOVERNMENT VEHICLE OR

PATIENT PARKING DURING THE ENTIRE CONSTRUCTION PHASE.

INSTALL TEMPORARY CHILLERS. AS WITH ALL WORK REQUIRING OUTAGES, THIS WILL BE COORDINATED WITH THE VA WITHIN VA REQUIRED

NOTIFICATION PERIODS.

PER THE RFP WORK ON THE NEW BACNET BAS SYSTEM (BOTH EXISTING ITEMS IDENTIFIED IN THE RFP AND NEW ITEMS) WILL START AT THE BEGINNING

OF THE CONSTRUCTION PHASE.

CONSTRUCT NEW CHILLER PLANT. THIS WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING ITEMS IN SEQUENCE:

A. DEMOLITION OF EXISTING CHILLER YARD / WALL

B. INSTALLATION OF UNDER FOOTING UTILITIES / PATCH FOOTING

C. INSTALLATION OF CONCRETE WALLS / COLUMN FOUNDATIONS

D. ROUGH IN UNDER-SLAB UTILITIES

E. INSTALL SITE UTILITIES

F. PLACE CONCRETE CHILLER PADS AND SLAB-ON-GRADE

G. ERECT STRUCTURAL STEEL

H. INSTALL ROOFING SYSTEM

I. INSTALL DOORS

J. SET NEW CHILLERS, COOLING TOWERS, PUMPS

K. ROUGH IN MECHANICAL / ELECTRICAL SYSTEMS

L. INSULATE MECHANICAL SYSTEMS

M. PAINTING / FINISHES

N. INSTALL COOLING TOWER YARD LOUVER FENCE

O. FINISH MECHANICAL / ELECTRICAL SYSTEMS

DURING THE CONSTRUCTION OF THE CHILLER PLANT BUILDING WORK RELATED TO THE REMOVAL AND REPLACEMENT OF THE CANTEEN COOLER / FREEZER WILL ALSO BE TAKING PLACE. ALL WORK WILL BE COORDINATED WITH THE VA INCLUDING LOCATION OF TEMPORARY COOLER / FREEZER

EQUIPMENT.

THROUGHOUT THE CONSTRUCTION PHASE THE COMMISSIONING AGENT WORK WILL BE ON-GOING

TESTING OF ALL SYSTEMS

TRAINING OF VA PERSONNEL

DEMOLISH OR CHILLER

DEMOBILIZATION

CLOSE OUT DOCUMENTATION

PHASING PLAN NOTES

3'

0" 3'

0" 4"X4" PT

WOOD POST

EL. (SEE CIVIL)

T/GRADE

8"Ø CONC

PIER, TYP

4' - 0"

2x4 FRAMING

4"X4" PT

WOOD POSTS

4'

0"

2x4 FRAMING

MDO PLYWOOD

W/ GRAPHICS AS

REQUIRED BY VA

SPECIALTY SIGN

SP-24.04

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

ARCHITECT:

STAMPCONTRACTOR

321 4 5 6 7 8 9 10

STRUCTURAL/MEP:MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

CIVIL

MORGAN & ASSOCIATES

CONSULTIING ENGINEERS, INC.

504 N. HARBOR CITY BLVD.

MELBOURNE, FL 32935

(321) 751-6088

C R e v it L o c a l\

V A

V

IE

R A

C H

IL

L

E R

R E

P L A

C E

M E

N T

S

T R

R m a tt .o liv e .r v t

/1 /2

:2

:3

A

M

GI002

PHASING PLAN AND

CONSTRUCTION SIGNAGELCA ARCHITECTURE, INC.

1975 SANSBURY'S WAY, STE 108

WEST PALM BEACH, FL 33411

(561) 493-4787

AA 0003432

TLC ENGINEERING SOLUTIONS, INC.

874 DIXON BLVD.

COCOA, FL 32922

(321) 636-0274

COA 15

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

11-15-2019 CGT AED

1" = 10'-0"

PHASING PLAN/ CONSTRUCTION SIGNAGE

1/2" = 1'-0"

CONSTRUCTION SIGN

1" = 30'-0"

PHASING PLAN CANTEEN AREA

1/2" = 1'-0"

CONSTRUCTION SAFETY SIGN

NO PARKING

NO PARKING

GENERAL NOTES

1. EXISTING UTILITIES ARE TO BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED BY THIS

CONSTRUCTION WILL BE REPAIRED AT THE CONTRACTORS EXPENSE.

2. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES A MINIMUM OF 48 HOURS IN ADVANCE OF ANY

EXCAVATION INVOLVING THEIR LINES SO THEIR OWNER'S REPRESENTATIVES MAY BE PRESENT PRIOR TO

CONSTRUCTION.

3. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN THE FIELD WITH UTILITY OWNER'S

REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND

PLAN CONDITIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY.

4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST REVISED AND APPROVED PLANS FROM

THE DESIGN FIRM. ANY QUESTIONS AND OR DESIGN DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS AND SITE CONDITIONS AND REPORT ANY

DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

6. THE CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS BEFORE THE COMMENCEMENT OF

CONSTRUCTION.

7. THE CONTRACTOR MUST NOTIFY THE ENGINEER IF SOIL OR SUBSURFACE CONDITIONS UNSUITABLE FOR

CONSTRUCTION ARE ENCOUNTERED. ALL EXCAVATED MATERIALS DEEMED UNSUITABLE SHALL BE

REMOVED AND DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE.

8. ITEMS IN CONFLICT WITH THE CONSTRUCTION OF THE DESIGN SUCH AS EXISTING SIDEWALKS, PAVEMENT, DRAINAGE STRUCTURES, AND EXCESS EXCAVATION ARE TO BE REMOVED BY THE CONTRACTOR. THE

DISPOSAL OF SUCH ITEMS MUST BE DONE IN A LEGAL AND PROPER MANNER AWAY FROM THE JOB SITE.

9. WHEN REFERENCED TO F.D.O.T. REFERS TO FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND

TRAFFIC DESIGN STANDARDS.

10. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A CONDITION

EQUAL TO, OR BETTER THAN EXISTING.

11. CONTRACTOR IS RESPONSIBLE TO PROTECT AND/OR REPLACE ANY DISTURBED/REMOVED SURVEY

MONUMENTATION DURING CONSTRUCTION WITHIN THE PROJECT LIMITS/PROPERTY BY A LICENSED

SURVEYOR IN THE STATE OF FLORIDA.

10' 20'0

GRAPHIC SCALE

SCALE: 1" = 10'

HALF SIZE: 1" = 20'

O

R

T

H

107 LF OF CURB & GUTTER

TO BE DEMOLISHED

SAWCUT AND REMOVE

PARKING AREA

HVAC EQUIPMENT TO BE REMOVED

(SEE MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION)

EXISTING CONCRETE BLOCK

SCREEN WALL TO BE

DEMOLISHED TO FOUNDATION

(SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION)

EXISTING ELECTRICAL PANEL

AND CONCRETE SLAB TO BE REMOVED

(SEE ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION)

EXISTING CANOPY

STRUCTURE

TO BE REMOVED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

FORM

08 -

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CIVIL ENGINEER / SURVEY

STAMP

CONTRACTOR

321 4 5 6 7 8 9 10

MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

12-20-2019

Revisions: Date:

&AssociatesMORGANAssociatesMORGAN& Civil Engineers and Land Surveyors - E.B. # 7903 / L.B. #7040

Consulting Engineers, Inc.

Phone (321) 751-6088 Fax (321) 751-6089

504 N. Harbor City Blvd. Melbourne, Fl. 32935

MORGAN-ENGSURV.COM

DEMOLITION PLAN

CD100

AK DD

VICINITY MAP

1. THE CONTRACTOR SHALL DETERMINE LOCATIONS AND INVERTS OF EXISTING UTILITIES AND TAKE

PROTECTIVE MEASURES WHEN NECESSARY PRIOR TO PROCEEDING WITH THE DEMOLITION PLAN.

2. THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH REQUIREMENTS OF THE VARIOUS

PERMITS INCLUDED IN THE SPECIFICATIONS. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS

DESIGNATED IN THE PLANS AND/OR DESIGNATED BY THE ENGINEER.

3. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND

OTHER UTILITIES IS BASED ON AVAILABLE RECORDS AND SURVEYS BUT IS NOT GUARANTEED TO BE

ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AS TO THE TYPE

AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO AND IS RESPONSIBLE FOR

COORDINATING UTILITY RELOCATION WITH PROJECT CONSTRUCTION. PRIOR TO ORDERING DRAINAGE

STRUCTURES, THE CONTRACTOR SHALL DETERMINE IF DRAINAGE/UTILITY CONFLICTS EXIST. INFORMATION

ON CONFLICTS IS TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE AS SOON AS POSSIBLE AFTER

DISCOVERY FOR RESOLUTION.

4. WHERE NEW PAVEMENT IS CONSTRUCTED ADJACENT OF EXISTING PAVEMENT, THE ASPHALT SHALL BE

SAWCUT AND REMOVED 12 INCHES FROM THE EDGE OF THE TRAVEL LANE TO OFFSET THE ASPHALT/BASE

COURSE JOINT.

5. ALL ASPHALT, SIDEWALK & CURB SAW-CUTS SHALL BE STRAIGHT.

DEMOLITION NOTES:

20' 40'0

GRAPHIC SCALE

SCALE: 1" = 20'

HALF SIZE: 1" = 40'

VICINITY MAP

REMOVE EXISTING OR CHILLER YARD

AutoCAD SHX Text

FPL TRANSFORMER PAD

AutoCAD SHX Text Meter

AutoCAD SHX Text Cleanout

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CONC PAD

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CLINIC

AutoCAD SHX Text 106,397 S.F.

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CONCRETE SIDEWALK

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AutoCAD SHX Text 28.69

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BRESLAY DR

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PROJECT LOCATION

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BRESLAY DR

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PROJECT LOCATION

NO P

ARKIN

G

NO PARKING

10' 20'0

GRAPHIC SCALE

SCALE: 1" = 10'

HALF SIZE: 1" = 20'

NEW

COOLING

TOWERS

68 LF TYPE F CURB

PER FDOT INDEX 520-001

19.9'

30.3'

CONSTRUCT 5'x5'

CONCRETE LANDING

FOR STAIRS

GENERAL NOTES

1. PLEASE REFER TO MECHANICAL / STRUCTURAL PLANS FOR ADDITIONAL INFORMATION ON

THE CHILLER PLANT AREA.

8.5'

CONSTRUCT

PRE-ENGINEERED

LOUVER TYPE FENCE

(TYPICAL)

NEW CHILLER PLANT /

MECHANICAL EQUIPMENT

BUILDING

CONSTRUCT 4" THICK

3/4" GRAVEL CHILLER YARD

GRADE TO DRAIN

30.7'

1.7'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

FORM

08 -

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CIVIL ENGINEER / SURVEY

STAMP

CONTRACTOR

321 4 5 6 7 8 9 10

MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

12-20-2019

Revisions: Date:

&AssociatesMORGANAssociatesMORGAN& Civil Engineers and Land Surveyors - E.B. # 7903 / L.B. #7040

Consulting Engineers, Inc.

Phone (321) 751-6088 Fax (321) 751-6089

504 N. Harbor City Blvd. Melbourne, Fl. 32935

MORGAN-ENGSURV.COM

22.0'

SITE PLAN

CS101

AK DD

10.5'

9.9'

DOUBLE GATE WITH

CURB CUT

CONSTRUCT 5'x5'

CONCRETE LANDING

FOR DOOR

2.7'

VICINITY MAP

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24"W WHITE STOP BAR

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(2)12"W WHITE CROSSWALK STRIPES

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"STOP"

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"GOVERNMENT PARKING ONLY"

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"PEDESTRIAN CROSSING AHEAD"

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"PEDESTRIAN CROSSING"

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"STOP"

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"GOVERNMENT PARKING ONLY"

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(2)12"W WHITE CROSSWALK STRIPES

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BRESLAY DR

G

NO PARKING

10' 20'0

GRAPHIC SCALE

SCALE: 1" = 10'

HALF SIZE: 1" = 20'

68 LF TYPE F CURB

PER FDOT INDEX 520-001

GENERAL NOTES

1. PLEASE REFER TO MECHANICAL / STRUCTURAL PLANS FOR ADDITIONAL INFORMATION ON

THE CHILLER PLANT AREA.

MEG

±27.06

MEG

±26.17

NEW CHILLER PLANT /

MECHANICAL EQUIPMENT

BUILDING

F.F.EL.= 28.25

CONSTRUCT 4" THICK

3/4" GRAVEL CHILLER YARD

GRADE TO DRAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

FORM

08 -

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CIVIL ENGINEER / SURVEY

STAMP

CONTRACTOR

321 4 5 6 7 8 9 10

MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

12-20-2019

Revisions: Date:

&AssociatesMORGANAssociatesMORGAN& Civil Engineers and Land Surveyors - E.B. # 7903 / L.B. #7040

Consulting Engineers, Inc.

Phone (321) 751-6088 Fax (321) 751-6089

504 N. Harbor City Blvd. Melbourne, Fl. 32935

MORGAN-ENGSURV.COM

PAVING, GRADING &

DRAINAGE PLAN

CG101

AK DD

VICINITY MAP

CJ501

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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24"W WHITE STOP BAR

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(2)12"W WHITE CROSSWALK STRIPES

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"STOP"

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"GOVERNMENT PARKING ONLY"

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(2)12"W WHITE CROSSWALK STRIPES

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FPL TRANSFORMER PAD

AutoCAD SHX Text Meter

AutoCAD SHX Text Cleanout

AutoCAD SHX Text Gate Valves

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AutoCAD SHX Text Cleanout

AutoCAD SHX Text Gate Valve

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ELEC

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CONC PAD

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ELEC

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ELEC

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ELEC

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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24"W WHITE STOP BAR

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(2)12"W WHITE CROSSWALK STRIPES

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24"W WHITE STOP BAR

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"PEDESTRIAN CROSSING AHEAD"

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"PEDESTRIAN CROSSING"

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"STOP"

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"GOVERNMENT PARKING ONLY"

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(2)12"W WHITE CROSSWALK STRIPES

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SWALE

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text V

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SD

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SS

AutoCAD SHX Text W

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AutoCAD SHX Text W

AutoCAD SHX Text W

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BFP

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ELEC

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ELEC

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

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ELEC

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ELEC

AutoCAD SHX Text W

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DDC

AutoCAD SHX Text 28.69

AutoCAD SHX Text 28.72

AutoCAD SHX Text 28.73

AutoCAD SHX Text 28.70

AutoCAD SHX Text

BRESLAY DR

G

NO PARKING

10' 20'0

GRAPHIC SCALE

SCALE: 1" = 10'

HALF SIZE: 1" = 20'

CONSTRUCT 6" DOUBLE

DETECTOR CHECK VALVE

AND FIRE DEPARTMENT

CONNECTION

CONSTRUCT 8"x6" TAPPING

SLEEVE AND VALVE

CONSTRUCT NEW TAPPING SADDLE / VALVE,

2" REDUCED PRESSURE BACKFLOW PREVENTER,

AND 2" WATER SERVICE.

CONNECT TO EXISTING SANITARY

SEWER LATERAL. CONTRACTOR TO

CONFIRM LOCATION/SIZE/INVERT

CONSTRUCT CLEANOUT

(TRAFFIC BEARING)

6" SEWER LATERAL

@ 0.5% MIN.

(PVC SDR 35)

CONSTRUCT

CLEANOUT

EXISTING

UNDERGROUND

ELECTRIC

6" SEWER LATERAL

@ 0.5% MIN.

(PVC SDR 35)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

FORM

08 -

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CIVIL ENGINEER / SURVEY

STAMP

CONTRACTOR

321 4 5 6 7 8 9 10

MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

12-20-2019

Revisions: Date:

&AssociatesMORGANAssociatesMORGAN& Civil Engineers and Land Surveyors - E.B. # 7903 / L.B. #7040

Consulting Engineers, Inc.

Phone (321) 751-6088 Fax (321) 751-6089

504 N. Harbor City Blvd. Melbourne, Fl. 32935

MORGAN-ENGSURV.COM

NEW CHILLER PLANT /

MECHANICAL EQUIPMENT

BUILDING

UTILITY PLAN

CU101

AK DD

6" SEWER LATERAL

@ 0.5% MIN.

(PVC SDR 35)

VICINITY MAP

UTILITY GENERAL NOTES:

1. CONTRACTOR IS TO VERIFY ALL EXISTING UTILITIES PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED UTILITY SERVICE

TO THE PROJECT AREA AT ALL TIMES.

3. ALL DISTURBED AREAS TO BE SODDED. CONTRACTOR SHALL

RESTORE ALL AREAS TO "BETTER THAN EXISTING" CONDITION.

4. THE MINIMUM LENGTH OF PIPE TO BE RESTRAINED ON EACH SIDE

OF THE FITTING SHALL BE AS SHOWN ON THE RESTRAINT TABLE

OR PER MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS

GREATER. SEE DETAIL ON SHEET CJ501.

5. A CONTINUITY TEST SHALL BE PERFORMED ON THE TRACING WIRE

AT FINAL INSPECTION, TYPICAL FOR POTABLE WATER

DISTRIBUTION.

POTABLE WATER DISTRIBUTION SYSTEM NOTES:

1. SHOP DRAWINGS OF ALL PIPE, VALVES, AND FITTINGS SHALL BE

SUBMITTED TO, REVIEWED, AND APPROVED BY THE ENGINEER OF

RECORD AND VA PRIOR TO ORDERING MATERIALS.

2. PERMANENT ACCESS SHALL BE PROVIDED BY AN UNOBSTRUCTED, 20

FOOT WIDE, ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING A

32-TON EMERGENCY VEHICLE. THE DRIVING SURFACE SHALL BE

MAINTAINED DURING ALL PHASES OF CONSTRUCTION.

3. ALL WATER MAINS TO HAVE A MINIMUM COVER OF 36" UNLESS

OTHERWISE NOTED.

4. ALL WATER MAIN SHALL HAVE RESTRAINED JOINTS. RESTRAINED JOINTS

SHALL BE EBAA IRON, INCLUDING MECHANICAL JOINT SYSTEM.

5. ALL POINTS OF CONNECTION TO THE EXISTING WATER SUPPLY MUST BE

COORDINATED, APPROVED AND SUPERVISED BY THE UTILITY

CONTRACTOR.

CJ501

CJ501

CJ501

CONSTRUCT

CLEANOUT

CJ501

CJ501

AutoCAD SHX Text

6"W WHITE STRIPE

AutoCAD SHX Text

6"W WHITE STRIPE

AutoCAD SHX Text

6"W WHITE STRIPE

AutoCAD SHX Text

6"W WHITE STRIPE

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6"W WHITE STRIPE

AutoCAD SHX Text

24"W WHITE STOP BAR

AutoCAD SHX Text

(2)12"W WHITE CROSSWALK STRIPES

AutoCAD SHX Text

"STOP"

AutoCAD SHX Text

"GOVERNMENT PARKING ONLY"

AutoCAD SHX Text

(2)12"W WHITE CROSSWALK STRIPES

AutoCAD SHX Text

FPL TRANSFORMER PAD

AutoCAD SHX Text Meter

AutoCAD SHX Text Cleanout

AutoCAD SHX Text Gate Valves

AutoCAD SHX Text Cleanout

AutoCAD SHX Text Cleanout

AutoCAD SHX Text Gate Valve

AutoCAD SHX Text W

AutoCAD SHX Text W

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ELEC

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CONC PAD

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DDC

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ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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6"W WHITE STRIPE

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24"W WHITE STOP BAR

AutoCAD SHX Text

(2)12"W WHITE CROSSWALK STRIPES

AutoCAD SHX Text

24"W WHITE STOP BAR

AutoCAD SHX Text

"PEDESTRIAN CROSSING AHEAD"

AutoCAD SHX Text

"PEDESTRIAN CROSSING"

AutoCAD SHX Text

"STOP"

AutoCAD SHX Text

"GOVERNMENT PARKING ONLY"

AutoCAD SHX Text

(2)12"W WHITE CROSSWALK STRIPES

AutoCAD SHX Text

SWALE

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text V

AutoCAD SHX Text

SD

AutoCAD SHX Text

SS

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

BFP

AutoCAD SHX Text W

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text W

AutoCAD SHX Text

DDC

AutoCAD SHX Text 28.69

AutoCAD SHX Text 28.72

AutoCAD SHX Text 28.73

AutoCAD SHX Text 28.70

AutoCAD SHX Text

BRESLAY DR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

FORM

08 -

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

CIVIL ENGINEER / SURVEY

STAMP

CONTRACTOR

321 4 5 6 7 8 9 10

MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

12-20-2019

Revisions: Date:

&AssociatesMORGANAssociatesMORGAN& Civil Engineers and Land Surveyors - E.B. # 7903 / L.B. #7040

Consulting Engineers, Inc.

Phone (321) 751-6088 Fax (321) 751-6089

504 N. Harbor City Blvd. Melbourne, Fl. 32935

MORGAN-ENGSURV.COM

CONSTRUCTION DETAILS

CJ501

AK DD

CLEANOUT DETAIL

TRAFFIC BEARING CLEANOUT DETAIL

DOUBLE CHECK VALVE ASSEMBLY

RESTRAINED PIPE TABLE

TYPE F CURB DETAIL4

WATER SERVICE REDUCED PRESSURE BACKFLOW PREVENTER6

6" DOUBLE CHECK VALVE

ASSEMBLY WITH FORWARD

FLOW CONNECTION AND FIRE

DEPARTMENT CONNECTION

ADJUSTABLE

PIPE SUPPORT

THRUST BLOCK

DUCTILE IRON

FLANGE & SPIGOT

CHECK VALVE

2-1/2"x2-1/2"x4"

FIRE DEPARTMENT

CONNECTION (FDC)

WRAP PIPE 3 TIMES WITH

FELT PRIOR TO POURING

CONCRETE (TYP.)

USE MEGALUGS OR OTHER APPROVED

RESTRAINED JOINT SYSTEM

O.S.& Y. W/ TAMPER

SWITCH (U.L./F.M.)(TYPICAL)

CONCRETE PAD

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

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MIN

AutoCAD SHX Text 6"

AutoCAD SHX Text

MIN

AutoCAD SHX Text 4"

AutoCAD SHX Text

30" MAX.

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

THE CUSTOMERS SERVICE LINE UNDERGROUND.

AutoCAD SHX Text FROM WATER METER TO THE POINT WHERE THE 90%%d BEND MEETS THE

AutoCAD SHX Text

NOTE "A"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

BETWEEN PIPE AND CONCRETE

AutoCAD SHX Text

ALL PIPING SHALL BE SLEEVED

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FLOW

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TEST COCKS

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ALL PIPING AND FITTINGS SHALL BE SWEATED COPPER OR THREADED BRASS,

AutoCAD SHX Text

NOTE " A "

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3000 PSI, CONCRETE PAD SHALL

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BE A MINIMUM OF 2 FEET WIDE

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AND CENTERED ON PIPING

AutoCAD SHX Text

BALL VALVES

AutoCAD SHX Text

MIN

AutoCAD SHX Text 6"

AutoCAD SHX Text

ASSEMBLY SHALL BE PRIMED WITH RUST-OLEUM

AutoCAD SHX Text

RUST INHIBITIVE PRIMER # 960 AND PAINTED

AutoCAD SHX Text

WITH RUST-OLEUM INDUSTRIAL ENAMEL # 925

AutoCAD SHX Text

FEDERAL SAFETY BLUE.

NTS

ABBREV ABBREVIATION

ACI AMERICAN CONCRETE INSTITUTE

ADD ADDITIVE

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALT ALTERNATE/ALTERNATIVE

ALUM ALUMINUM

ARCH ARCHITECTURE/ARCHITECTURAL

ASTM AMERICAN SOCIETY OF TESTING MATERIALS

AWS AMERICAN WELDING SOCIETY

B/ BOTTOM OF

BCX BOTTOM CHORD EXTENSION

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BP BASE PLATE/BEARING PLATE

BRG BEARING

BTWN BETWEEN

C CHANNEL

CB CONCRETE BEAM

CC CONCRETE COLUMN

CF CUBIC FEET (FOOT)

CIP CAST IN PLACE

CJ CONTRACTION JOINT

CL CENTERLINE

CLR CLEAR/CLEARANCE

CM CONCRETE MASONRY

CMU CONCRETE MASONRY UNIT

CO COMPANY

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONN CONNECTION

CONST CONSTRUCTION

COORD COORDINATE

CSJ CONSTRUCTION JOINT

CTR CENTER

CTRD CENTERED

CY CUBIC YARD

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DL DEAD LOAD

DN DOWN

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EHPA EMERGENCY HURRICANE PROTECTION AREA

EJ EXPANSION JOINT

ELEC ELECTRIC/ELECTRICAL

EL, ELEV ELEVATION

ENGR ENGINEER

EOD EDGE OF DECK

EOR ENGINEER OF RECORD

EQ SP EQUAL SPACED

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FOUNDATION

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR

FIN FINISH

FIN GR FINISH GRADE

FLR FLOOR

FS FAR SIDE

FT FEET/FOOT

FTG FOOTING

GA GAGE/GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GEN GENERAL

GL GRID LINE

GS GALVANIZED STEEL

HD HOT DIPPED

HDG HOT DIPPED GALVANIZED

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

I MOMENT OF INERTIA

ID INSIDE DIAMETER

I.F. INSIDE FACE

IN. INCH

INT INTERIOR

JST JOIST

JT JOINT

K KIP (1000 LB)

KLF KIPS PER LINEAL FOOT

KSI KIPS PER SQUARE INCH

KWY KEYWAY

LB POUND

LGTH LENGTH

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

LSL LAMINATED STRAND LUMBER

LT WT LIGHT WEIGHT

LVL LAMINATED VENEER LUMBER

MATL MATERIAL

MAX MAXIMUM

MB MASONRY BEAM

MC MISCELLANEOUS CHANNEL/MASONRY COLUMN

MECH MECHANICAL

MET METAL

MFR MANUFACTURE/MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MPH MILES PER HOUR

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NO. NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTERS

OD OUTSIDE DIAMETER

O.F. OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

P/C PRECAST CONCRETE/PILE CAP

P/T POST TENSIONED

PAR PARALLEL

PCB PRECAST CONCRETE BEAM

PCC PRECAST CONCRETE COLUMN

PCF POUNDS PER CUBIC FEET

PEMB PRE-ENGINEERED METAL BUILDING

PEN PENETRATION

P.J. PANEL JOINT CENTERLINE

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLMG PLUMBING

PLY. PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

R/W REINFORCED WITH

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISION

RTU ROOF TOP UNIT

SB SOFFIT BEAM

SCHED SCHEDULE

S.F. SQUARE FEET

SF STRIP FOUNDATION

SIM SIMILAR

SPC SPACE/SPACES

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SYM SYMMETRICAL

T/ TOP OF

TB TIE BEAM

T&B TOP AND BOTTOM

TCX TOP CHORD EXTENSION

TDS TURN DOWN SLAB

TE THICKENED EDGE

TEMP TEMPERATURE

TENS TENSION

THD THREAD/THREADED

THK THICK

TOL TOLERANCE

TRANS TRANSVERSE

TS TUBE STEEL

T.S. THICKENED SLAB

TWF THICKENED WALL FOUNDATION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W WIDE FLANGE SECTION

W/ WITH

W/O WITHOUT

WD WOOD

WF WALL FOOTING

WP WATERPROOF

W.P. WORKING POINT

WS WELDED STUD

WT WEIGHT/STRUCTURAL TEE SECTION

WWF WELDED WIRE FABRIC

@ AT DESIGNATION

# POUNDS / REBAR SIZE NUMBER

+/- PLUS OR MINUS

L ANGLE

C.L. CENTER LINE

& AND

Sx SECTION MODULUS Ix MOMENT OF INERTIA

STRUCTURAL ABBREVIATIONS

X

X

X

JOIST BEARING ELEVATION

CONCRETE COLUMN BELOW

METAL DECK

STEPPED FOUNDATION

BOLTED JOIST CONNECTION

STRUCTURAL SYMBOLS AND LEGEND

MOMENT CONNECTION

NORTH ARROW

SPAN DIRECTION

SECTION / DETAIL MARK

ELEVATION MARK

RECESS OR STEP IN SLAB

PLAN / DETAIL MARK

PLAN NOTE

COLUMN GRID LINE

COLUMN AND FOUNDATION TYPE

MARKS

SLOPED SURFACE

WALL TYPES

S .F

2'

-0

ROOF JOIST

BEAM

ROOF JOIST

STEP HEIGHTSTEP FOUNDATION

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

NOTE: SYMBOLS AND LEGEND SHOWN ARE

GENERIC AND DO NOT NECESSARILY INDICATE

ACTUAL OCCURRENCES IN THESE DRAWINGS.

CIP CONCRETE WALL

X

SPOT ELEVATION, TYPICALLY TOP

OF ITEM TAGGED (T/WALL,

T/FOUNDATION, ETC)

X'-X"

F6.0

CC-1

X

XXX'-X"

SLOPE

T/

X'-X"

X

X

CAST-IN-PLACE CONCRETE SLAB

CMU WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

ARCHITECT:

STAMPCONTRACTOR

321 4 5 6 7 8 9 10

STRUCTURAL/MEP:MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

CIVIL

MORGAN & ASSOCIATES

CONSULTIING ENGINEERS, INC.

504 N. HARBOR CITY BLVD.

MELBOURNE, FL 32935

(321) 751-6088

C R e v it L o c a l\

V A

V

IE

R A

C H

IL

L

E R

R E

P L A

C E

M E

N T

S

T R

R m a tt .o liv e .r v t

/1 /2

:2

:0

A

M

SA001

STRUCTURAL ABBREVIATIONS AND

SYMBOLSLCA ARCHITECTURE, INC.

1975 SANSBURY'S WAY, STE 108

WEST PALM BEACH, FL 33411

(561) 493-4787

TLC ENGINEERING SOLUTIONS, INC.

874 DIXON BLVD.

COCOA, FL 32922

(321) 636-0274

COA 15

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

11-15-2019 CGT BAW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

ARCHITECT:

STAMPCONTRACTOR

321 4 5 6 7 8 9 10

STRUCTURAL/MEP:MORAN CONSTRUCTION, INC

113 KING ST

COCOA, FL 32922

(321) 639-5970

CIVIL

MORGAN & ASSOCIATES

CONSULTIING ENGINEERS, INC.

504 N. HARBOR CITY BLVD.

MELBOURNE, FL 32935

(321) 751-6088

C R e v it L o c a l\

V A

V

IE

R A

C H

IL

L

E R

R E

P L A

C E

M E

N T

S

T R

R m a tt .o liv e .r v t

/1 /2

:2

:0

A

M

SA002

STRUCTURAL NOTES

LCA ARCHITECTURE, INC.

1975 SANSBURY'S WAY, STE 108

WEST PALM BEACH, FL 33411

(561) 493-4787

TLC ENGINEERING SOLUTIONS, INC.

874 DIXON BLVD.

COCOA, FL 32922

(321) 636-0274

COA 15

DESIGN BUILD REPLACE CHILLERS

VIERA

VIERA OUTPATIENT CLINIC, VIERA, FL, 32940

675-18-151

11-15-2019 CGT BAW

15. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFY HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO

ANY ERRORS THAT MAY OCCUR HEREON.

14. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0'-0" IS USED AS A REFERENCE ELEVATION. CIVIL EL= 28.25'

13. NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION EXCEPT AS SHOWN ON CONTRACT DOCUMENTS.

12. IN THE PROFESSIONAL OPINION OF TLC ENGINEERING SOLUTIONS, INC. THE STRUCTURAL CONTRACT DOCUMENTS FOR THIS PROJECT HAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN CRITERIA AS SET FORTH IN THE FLORIDA BUILDING CODE (FBC) 6th EDITION (2017).

11. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED STEEL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING SOLUTIONS, INC. IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY

OR QUANTITY OF THE WORK.

9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE

DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS.

8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE

OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS.

6. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD.

5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS

OR TIEDOWNS.

4. DO NOT SCALE DRAWINGS.

3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE ENGINEER OF

RECORD FOR REVIEW OF ANY SUCH DEVIATIONS.

2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK.

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND

LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

GENERAL NOTES

SEISMIC IMPORTANCE FACTOR 1.50

SEISMIC DESIGN CATEGORY A

SEISMIC USE GROUP III

SITE CLASSIFICATION D

SPECTRAL RESPONSE ACCELERATION, 1.0 SECOND DURATION (S1) 0.032

SPECTRAL RESPONSE ACCELERATION, SHORT DURATION (Ss) 0.057

2.4 SEISMIC LOADS: PER FLORIDA BUILDING CODE, SECTION 1610.

EXPOSURE C

RISK CATEGORY IV

NOMINAL DESIGN WIND SPEED, Vasd 122 MPH (3 SEC. GUST)

ULTIMATE DESIGN WIND SPEED, Vult 157 MPH (3 SEC. GUST)

SEE SHEET S1.3 FOR COMPONENTS AND CLADDING PRESSURES

2.3 WIND LOADS: PER FLORIDA BUILDING CODE, SECTION 1609.

FLOOR (MECH/ELECTRICAL ROOM) 150 PSF

ROOF 20 PSF

2.2 LIVE LOADS

M/E/P LOADS 15 PSF

ROOF STRUCTURE 15 PSF

2.1 DEAD LOADS

2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED:

1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 6th EDITION

(2017), AND AS SUPPLEMENTED BY LOCAL AMENDMENTS.

DESIGN LOADS

2. RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR TIME EXTENSIONS, OR CONSTRUCTION IN CONFLICT WITH ANY APPLICABLE CODES OR SPECIFIED DESIGN STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN TEAM IMMEDIATELY OF ANY PERCEIVED SCOPE, SCHEDULE, OR COST IMPACTS OR ADJUSTMENTS. IF CONTRACTOR REQUESTS ANY ADDITIONAL COST, INCREASE IN SCHEDULE OR ADJUSTMENT IN SCOPE, THE CONTRACTOR SHALL NOT PROCEED WITH ADDITIONAL WORK UNTIL APPROVED IN WRITING BY THE CONSTRUCTION ADMINISTRATOR.

1. RFI SHALL ORIGINATE WITH CONTRACTOR AND SHALL BE SUBMITTED IN THE FORM SPECIFIED WITHIN CONTRACT DOCUMENTS. RFI

SHALL BE SUBMITTED IN A PROMPT MANNER AS TO AVOID DELAYS IN CONTRACTORS WORK.

REQUEST FOR INTERPRETATION (RFI)

3. CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE

LIMITED TO THOSE ITEMS CAUSING THE RE-SUBMITTAL.

2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON-CONFORMING DRAWING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW.

1. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE

SHOP DRAWINGS.

SHOP DRAWING REVIEW

8. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED AND WILL BE RETURNED.

D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. NO

DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE.

C. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA.

NO DETAILED CHECK OF CALCULATIONS WILL BE MADE.

B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER.

A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED.

7. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING:

6. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER.

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

DELEGATED ENGINEER.

4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA (IN WHICH THE PROJECT RESIDES). COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA (IN WHICH THE PROJECT RESIDES) AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER WILL

RETAIN ONE SIGNED AND SEALED SET FOR THEIR RECORDS.

3. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED

ENGINEER.

2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND DRAWINGS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. SHOP DRAWINGS AND CALCULATIONS SHALL

IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED.

D. FORMWORK AND TEMPORARY SHORING

C. TEMPORARY WALL BRACING

B. STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING

A. OPEN WEB STEEL JOISTS

1. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A

DELEGATED ENGINEER:

SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS

3. MANUFACTURER'S LITERATURE. SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN

CONSTRUCTION ON THE PROJECT.

J. METAL ROOF DECK

I. OPEN WEB STEEL JOISTS (D)

H. FORMWORK AND TEMPORARY SHORING (D)

G. CHEMICAL (ADHESIVE) ANCHORS (#)

F. MECHANICAL ANCHORS (#)

E. TEMPORARY WALL BRACING (D)

D. CONCRETE MIX DESIGNS

C. FORMWORK, SHORING, RESHORING (D,#)

B. REINFORCING STEEL

A. STRUCTURAL STEEL (D)

• ITEMS MARKED (#) SHALL BE SUBMITTED FOR ENGINEERS RECORD ONLY.

• ITEMS MARKED (D) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

FLORIDA.

2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS:

1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL.

SUBMITTALS

8. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS ON THE PREMISES IS STRICTLY PROHIBITED.

7. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND

SUPPORTS.

C. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPOXY. SEE SPECIFICATION FOR ACCEPTED MANUFACTURERS.

B. CUT OFF REINFORCING STEEL NOT LESS THAN 3/4" BELOW THE CONCRETE SURFACE.

A. CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1".

6. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE MEMBER LEAVES THE ENDS OF REINFORCING STEEL EXPOSED, PROVIDE

THE FOLLOWING:

5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN

STRAIGHT AND TRUE LINES TO INSURE A NEAT INTERFACE.

4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY UTILITY SYSTEM, A

MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK.

3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT, UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN.

2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR PORTION THEREOF, AND THE ASSOCIATED BARRICADING REQUIREMENTS WITHIN A MINIMUM OF 7 DAYS PRIOR TO COMMENCING

WORK.

1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC.

NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF DEMOLITION.

DEMOLITION NOTES

2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

DATED: APRIL 05, 2011

ENTITLED: VIERA VA ROOF/HVAC RENOVATION

PREPARED BY: CAPE DESIGN ENGINEERING Co.

1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE PREPARED

FOR:

EXISTING STRUCTURE

2. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI

STANDARDS 347 AND 301.

1. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO-THIRDS OF THE 28-DAY DESIGN STRENGTH.

FORMWORK AND SHORING

2. ALTERNATE OR ADDED CONSTRUCTION JOINT LOCATIONS ARE ACCEPTABLE ONLY AS A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING CHARGES BY THE ENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE, SHORING, ETC.

1. ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINTS FROM THAT SHOWN ON THE DRAWINGS MUST BE REVIEWED AND APPROVED

IN WRITING BY THE ENGINEER OF RECORD.

CONSTRUCTION JOINTS

11. CONCRETE SLABS ON GRADE SHALL BE REINFORCED WITH #3 @ 10" O.C. EACH WAY AT MID-DEPTH OF SLAB.

10. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318.

9. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 318, 6.3.

8. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN

THE STRUCTURE.

7. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER.

6. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLASS D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY.

5. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE

CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE.

4. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC.

CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED.

3. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE

AGGREGATE.

2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS.

CONCRETE WALLS 4000 PSI 4-6" 3/4" 0.48

SLABS-ON-GRADE 4000 PSI 4-6" 3/4" 0.50

FOUNDATIONS 3000 PSI 4-6" 1" 0.50

CONCRETE STRUCTURE TYPE

COMPRESSIVE

STRENGTH

SLUMP

MAXIMUM

AGGREGATE

MAXIMUM W/C RATIO

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

WORKABLE MIX:

CONCRETE

9. WHERE HOOKS ARE SHOWN ON THE PLANS OR DETAILS, HOOKS SHALL BE DETAILED TO EXTEND DEEP ENOUGH INTO SUPPORTING STRUCTURE TO DEVELOP THE FULL STRENGTH OF THE HOOKED BAR. PROVIDE ADDITIONAL TIES OR STIRRUPS IN SUPPORTING STRUCTURE AS REQUIRED TO SATISFY ACI 318 HOOK DEVELOPMENT, CONFINEMENT, AND ANCHORAGE CRITERIA.

8. AT CHANGES IN DIRECTION OF CONCRETE WALLS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL.

WHERE "T" IS DEPTH OF CONCRETE UNDER BARS AND "Db" IS BAR DIAMETER.

UTILIZE CLASS "B" SPLICE FOR ALL SPLICES, U.N.O. ON PLANS OR DETAILS.

#7 OR MORE 81 Db 79 Db 72 Db

T>12" #6 OR LESS 74 Db 65 Db 57 Db

#7 OR MORE 71 Db 61 Db 55 Db

T<12" #6 OR LESS 57 Db 49 Db 44 Db

BAR SIZE 3000 PSI 4000 PSI 5000 PSI

7. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE AS SHOWN IN TABLE, UNLESS OTHERWISE NOTED:

6. PROVIDE DOWELS INTO FOOTINGS. TO MATCH VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O.

5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS.

4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF…