3501 Quadrangle Boulevard, Suite 100 Orlando, FL 32817

(407) 380-0400

TMSalas O'Brien

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BPE CA NO.: 00005898

BPA&ID CA NO.: AAC002023

651 WEST WARREN AVENUE

SUITE 200

LONGWOOD, FLORIDA 32750

T 407.331.6116

WWW.BENTLEYGROUPINC.COM

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PROJECT CONTACTS

ARCHITECTURE, STRUCTURAL AND CIVIL:

BENTLEY GROUP, INC.

651 W. WARREN AVE., SUITE 200

LONGWOOD, FLORIDA 32750

(407) 331-6116 http://www.bentleygroupinc.com

BPA & ID CA NO. - AAC002023

GARY KRANSTON, R.A. 11541 BRENTON DAILY, P.E. 81028

MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION ENGINEERS:

KYLE J. CARTIER, P.E. 53269

CLIENT: VOLUSIA COUNTY

3811 TIGER BAY ROAD

DAYTONA BEACH, FL 32124

AREA PLANS

VOLUSIA COUNTY

TOMOKA FARMS LANDFILL - FLEET MANAGEMENT

SOLID WASTE SHOP PEMB

2415 TOMOKA LANDFILL ROAD,

PORT ORANGE, FL 32128

THE RESPONSIBLE PROFESSIONALS HEREBY CERTIFY THAT THIS DRAWING SET IS PROPERLY

PREPARED AND ACCURATE TO THEIR BEST KNOWLEDGE AT THE TIME OF SIGNATURE AND SEAL.

THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDICATED ARCHITECT, INTERIOR DESIGNER OR PROFESSIONAL ENGINEER ON THE DATE INDICATED USING A DIGITAL

SIGNATURE. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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ARCHITECTURE

REGISTERED ARCHITECT:

FL LICENSE NO.:

CERTIFICATE OF

AUTHORIZATION:

GARY KRANSTON

11541

AAC002023

STRUCTURE

PROFESSIONAL ENGINEER:

FL LICENSE NO.:

CERTIFICATE OF

AUTHORIZATION:

BRENTON DAILY

81028

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION

KYLE J. CARTIER

53269

PROFESSIONAL ENGINEER:

FL LICENSE NO.:

CERTIFICATE OF

AUTHORIZATION:

PROJECT

LOCATION

LOCATION OF PROJECT

N O

SALAS O'BRIEN FLORIDA, INC.

3501 QUADRANGLE BLVD., SUITE 100

ORLANDO, FL 32817

(407) 380-0400

(407) 380-5900 FAX

FL. CERT. OF AUTH. NO. 6106

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ADAM S. LEVINE, P.E. 77010

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PROFESSIONAL ENGINEER:

FL LICENSE NO.:

CERTIFICATE OF

AUTHORIZATION:

12/11/2025 3:34:55 PM

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INDEX OF DRAWINGS

Sheet # SHEET NAME

REV.

No. REV DATE

0. GENERAL

G-001 COVER SHEET A 12/12/2025

G-002 SIGNATURE SHEET A 12/12/2025

G-020 GENERAL NOTES & ABBREVIATIONS

G-040 LIFE SAFETY A 12/12/2025

1. ARCHITECTURAL

AA-101 ARCHITECTURAL SITE PLAN A 12/12/2025

AA-110 NEW FLOOR PLANS A 12/12/2025

AA-150 NEW OVERALL ROOF PLAN A 12/12/2025

AA-201 BUILDING ELEVATIONS A 12/12/2025

AA-301 BUILDING SECTIONS A 12/12/2025

AA-900 PERSPECTIVE VIEWS A 12/12/2025

2. STRUCTURAL

AS-001 STRUCTURAL NOTES

AS-002 WIND PRESSURE SCHEDULES

AS-101 FOUNDATION PLAN A 12/12/2025

AS-102 SLAB PLAN A 12/12/2025

AS-201 FOUNDATION DETAILS A 12/12/2025

AS-202 SLAB DETAILS A 12/12/2025

3. PLUMBING

AP-101 OPEN BUILDING PLAN – PLUMBING A 12/12/2025

AP-301 ENLARGED PLAN – PLUMBING A 12/12/2025

4. ELECTRICAL

AE-001 SYMBOL LEGEND & GENERAL NOTES –

ELECTRICAL

AE-101 OPEN BUILDING PLAN – POWER &

SYSTEMS

A 12/12/2025

AE-301 ENLARGED PLAN – POWER AND

SYSTEMS

A 12/12/2025

AE-302 ENLARGED PLAN – LIGHTING

AE-401 POWER RISER DIAGRAM AND FEEDER

SCHEDULE

AE-601 SCHEDULES – ELECTRICAL

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IST ERED A RCHIT

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STATE OF

No. 11541

LICENSE

F L O R ID

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THIS DOCUMENT HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED.

THE SIGNATURE MUST BE VERIFIED

ON THE ELECTRONIC DOCUMENTS.

BENTLEY GROUP, INC.

651 WEST WARREN AVE., SUITE 200

LONGWOOD, FL 32750

CERTIFICATE OF AUTHORIZATION AAC002023

GARY KRANSTON, R.A. 11541

THE ABOVE NAMED REGISTERED ARCHITECT SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G1-16.005, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

THIS DOCUMENT HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED.

THE SIGNATURE MUST BE VERIFIED

ON THE ELECTRONIC DOCUMENTS.

STATE OF

No. 81028

LICENSE

F L O R IDA

BENTLEY GROUP, INC.

651 WEST WARREN AVE., SUITE 200

LONGWOOD, FL 32750

BRENTON D. DAILY, P.E. 81028

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ILY

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

THIS DOCUMENT HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED.

THE SIGNATURE MUST BE VERIFIED

ON THE ELECTRONIC DOCUMENTS.

SALAS O'BRIEN

3501 QUADRANGLE BLVD., SUITE 100

ORLANDO, FL 32817

ADAM S. LEVINE, P.E. 77010

STATE OF

No. 77010

LICENSE

F L O R IDA

P R

O

FESS IONA L ENG

IN

E E

R

A

DA M S . LEV INE

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH THE RULE 61G15-23.004, F.A.C.

THIS DOCUMENT HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED.

THE SIGNATURE MUST BE VERIFIED

ON THE ELECTRONIC DOCUMENTS.

SALAS O'BRIEN

3501 QUADRANGLE BLVD., SUITE 100

ORLANDO, FL 32817

KYLE J. CARTIER, P.E. 53269

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ESS IONA

STATE OF

No. 53269

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FL O R IDA

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SHEET NO. SHEET DESCRIPTION

AA-101 ARCHITECTURAL SITE PLAN

AA-110 NEW FLOOR PLANS

AA-150 NEW OVERALL ROOF PLAN

AA-201 BUILDING ELEVATIONS

AA-301 BUILDING SECTIONS

AA-900 PERSPECTIVE VIEWS

SHEET NO. SHEET DESCRIPTION

AS-001 STRUCTURAL NOTES

AS-002 WIND PRESSURE SCHEDULES

AS-101 FOUNDATION PLAN

AS-102 SLAB PLAN

AS-201 FOUNDATION DETAILS

AS-202 SLAB DETAILS

SHEET NO. SHEET DESCRIPTION

AE-001 SYMBOL LEGEND & GENERAL NOTES – ELECTRICAL

AE-101 OPEN BUILDING PLAN – POWER & SYSTEMS

AE-301 ENLARGED PLAN – POWER AND SYSTEMS

AE-302 ENLARGED PLAN – LIGHTING

AE-401 POWER RISER DIAGRAM AND FEEDER SCHEDULE

AE-601 SCHEDULES – ELECTRICAL

SHEET NO. SHEET DESCRIPTION

AP-101 OPEN BUILDING PLAN – PLUMBING

AP-301 ENLARGED PLAN – PLUMBING

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BPA&ID CA NO.: AAC002023

651 WEST WARREN AVENUE

SUITE 200

LONGWOOD, FLORIDA 32750

T 407.331.6116

WWW.BENTLEYGROUPINC.COM

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SHEET NO. SHEET DESCRIPTION

G-001 COVER SHEET

G-002 SIGNATURE SHEET

G-020 GENERAL NOTES & ABBREVIATIONS

G-040 LIFE SAFETY

GENERAL NOTES:

1. WORK SHALL COMPLY WITH APPLICABLE CODES

INCLUDING LOCAL CODES AND MODIFICATIONS, AND THE

2023 FLORIDA BUILDING CODE WITH EDITS AND

AMENDMENTS.

2. MEASUREMENTS DERIVED BY THE GENERAL

CONTRACTOR BY MANUALLY SCALING THE DRAWINGS IS

NOT AN ACCEPTABLE MEANS OF DETERMINING

MEASUREMENTS. ALL MEASUREMENTS ARE TO BE

DERIVED USING THE PRINTED DIMENSIONS. WHERE

PRINTED DIMENSIONS ARE INSUFFICIENT OR IN CONFLICT,

THE GENERAL CONTRACTOR MUST REQUEST

CLARIFICATION OF THE DIMENSIONS IN QUESTION FROM

THE ARCHITECT.

3. FIELD VERIFY THE ACCURACY OF ALL DIMENSIONS WITH

FIELD LAYOUT PRIOR TO PROCEEDING WITH THE WORK. IF

NECESSARY, REQUEST CLARIFICATION PRIOR TO

PROCEEDING WITH INSTALLATION. WHERE THE

DRAWINGS SPECIFICALLY INDICATE DIMENSIONS TO BE

FIELD VERIFIED, DO SO PRIOR TO INSTALLATION OF THE

WORK AND COORDINATE IF REQUIRED WITH THE

ARCHITECT.

4. WHERE ENLARGED PLANS ARE REFERENCED, ADDITIONAL

DIMENSIONAL INFORMATION AND DETAIL INFORMATION

ARE PROVIDED IN THE ENLARGED PLANS. NOTIFY THE

ARCHITECT OF ANY CONFLICTS FOR CLARIFICATION PRIOR

TO PROCEEDING WITH THE WORK.

5. INSTALLATION OF ALL ITEMS, IN ADDITION TO COMPLYING

WITH THE APPLICABLE CODES AND ACCEPTED TRADE

PRACTICES AND STANDARDS, MUST BE INSTALLED PER

THE MANUFACTURER'S RECOMMENDATIONS AND

REQUIREMENTS TO ENSURE FULL WARRANTY AND

OPERATIONAL FUNCTION.

6. COORDINATE DIMENSIONAL REQUIREMENTS FOR

EQUIPMENT AND BUILT IN ITEMS PRIOR TO

CONSTRUCTION. CONFIRM THAT ALL BUILT-IN EQUIPMENT

WILL FIT IN THE SCHEDULED PARTITION THICKNESS.

7. CONFIRM LOCATION OF AREAS REQUIRING SLAB RECESS

FOR FINISHES, SPECIAL REQUIREMENTS FOR MEP

EQUIPMENT, AND ALL OTHER ITEMS REQUIRING

COORDINATION WITH STRUCTURAL WORK PRIOR TO

INSTALLATION.

8. COORDINATE AND CONFIRM ALL ROUGH OPENING

REQUIREMENTS PRIOR TO INSTALLATION OF ALL ITEMS.

9. THE GENERAL CONTRACTOR SHALL ISSUE HIS

SUBCONTRACTORS COMPLETE SETS OF CONSTRUCTION

DOCUMENTS TO ENSURE THAT THE ENTIRE SCOPE OF

WORK NECESSARY TO COMPLETE THE PROJECT IS BID.

WHETHER THE GENERAL CONTRACTOR ELECTS TO ISSUE

COMPLETE SETS OR ONLY SELECTED DRAWINGS TO HIS

SUBCONTRACTORS, THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR COMPLETING THE ENTIRE SCOPE OF

WORK.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE

THE LATEST SET OF DRAWINGS THAT INCLUDES ANY

ADDENDUM OR REVISION TO HIS STAFF ON SITE AND HIS

SUBCONTRACTOR'S. WHETHER THE GENERAL

CONTRACTOR ELECTS TO ISSUE COMPLETE SETS OR

ONLY SELECTED DRAWINGS TO HIS SUBCONTRACTORS,

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR

COMPLETING THE ENTIRE SCOPE OF WORK.

11. IF THERE ARE CONFLICTS IN THE CONSTRUCTION

DOCUMENTS AFFECTING QUALITY OF WORK, QUANTITY OF

WORK OR MATERIAL, SCOPE OF WORK, OR ANY OTHER

ASPECT OF THE WORK, THE GENERAL CONTRACTOR

MUST NOTIFY THE ARCHITECT FOR CLARIFICATION OF THE

CONFLICT DURING THE BID PHASE OF THE PROJECT.

ABSENT WRITTEN CLARIFICATION OF THE CONFLICT FROM

THE ARCHITECT, THE MOST STRINGENT INTERPRETATION

OF THE CONFLICT SHALL APPLY, AND UNDER NO

CIRCUMSTANCES WILL THERE BE ADDITIONAL COST TO

THE OWNER PURSUANT TO THE ARCHITECTS REVIEW AND

INTERPRETATION OF THE CONFLICT.

12. FINISHED FLOOR ELEVATION NOTE: FINISHED FLOOR

ELEVATIONS SHOWN ON PLAN ARE WITH RESPECT TO A

SPECIAL REFERENCE DATUM ELEVATION. FINISHED FLOOR

(F.F.) ELEVATIONS SHOWN ON THE CIVIL SITE PLANS

EQUATE TO ELEVATION 0'-0" ON ARCHITECTURAL PLANS

AS FOLLOWS:

A. TOP OF SLAB ELEV. 0'-0" .

13. FOR CONSTRUCTION DETAILS NOT SHOWN. USE THE

MANUFACTURER'S STANDARD DETAILS ON APPROVED

SHOP DRAWINGS AND APPROVED PRODUCT DATA IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

14. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THE

DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL

APPLY TO SIMILAR SITUATIONS ELSEWHERE ON THE

PROJECT, UNLESS NOTED OTHERWISE.

15. THE TERM "OWNER" IS SYNONYMOUS WITH VOLUSIA

COUNTY.

A

A.A.R. AUTOMATIC AIR RELEASE

A/C AIR-CONDITIONING UNIT

ACOUS. ACOUSTIC

A.C.T ACOUSTIC CEILING TILE

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

ALT. ALTERNATE

ALUM. ALUMINUM

ANT. ANTENNA

ARCHT. ARCHITECTURAL

B

BD. BOARD

B.U.R. BUILT-UP ROOFING

BLDG. BUILDING

BLKG. BLOCKING

BM. BEAM

BOT. BOTTOM

BRKT. BRACKET

C

C.C. CENTER TO CENTER

C.F. COUNTERFLASHING

C.I. CAST IRON

CAP. CAPACITY

CEM. CEMENT

CHKD. CHECKERED

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CPT CARPET TILE

CTSK. COUNTERSINK

CU. COPPER

D

D.F. DRINKING FOUNTAIN

D.L. DEAD LOAD

D.S. DOWNSPOUT

DET. DETAIL

DFR. DEFLECTOR

DIA. DIAMETER

DIM. DIMENSION

DWG. DRAWING

E

E.A. EACH

E.C. ELECTRICAL CONDUIT

E.F. EXHAUST FAN

E.J. EXPANSION JOINT

ELEV. ELEVATION

EWC. ELECTRIC WATER COOLER

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.O. FRAMED OPENING

F.S. FLUE STACK

FIN. FL. FINISH FLOOR

FTG. FOOTING

G

G.I. GALVANIZED IRON

G.S. GRAVEL STOP

GA. GAUGE

GALV. GALVANIZED

GL GLASS / GLAZING

GTR. GUTTER

G.W.B. GYPSUM WALL BOARD

H

H.B. HOSE BIB

HDW. HARDWARE

H.M. HOLLOW METAL

H.P. HIGH POINT

HD. HEAD

HGT. HEIGHT

L

L.G. LONG

L.L. LIVE LOAD

L.P. LOW POINT

LAB. LABELED

LAV. LAVATORY

LBS. POUNDS

M

M.B. MODIFIED BITUMEN

M.O. MASONRY OPENING

MEP MECHANICAL,

ELECTRICAL, PLUMBING

MET. METAL

M.T. METAL THRESHOLD

MIN. MINIMUM

MNF. MANUFACTURER

M.P. METAL PANEL

M.R. MOISTURE RESISTANT

N

N.I.C. NOT IN CONTRACT

NO. NUMBER

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.S. OVERFLOW SCUPPER

OBS. OBSCURE

OPNG. OPENING

P

PART. PARTITION

P.C. POLISHED CONCRETE

PLBG. PLUMBING

P.I.T. PITCH PAN

P.J. PANEL JOINT

PL. PLATE

P.L. PLASTIC LAMINATE

PLAS. PLASTER

PNLS. PANELS

P.P. PIPE PENETRATION

PRELIM. PRELIMINARY

P.T. PAINT

R

R. RISER

R.B. RUBBER BASE

R.D. ROOF DRAIN

R.H. ROOF HATCH

R.V. ROOF VENT

R.W.L. RAIN WATER LEADER

RAD. RADIUS

REINF. REINFORCING

REQ. REQUIRED

RM. ROOM

S

S.B. SPLASH BLOCK

S.C. SEALED CONCRETE

S.F. SUPPLY FAN

S.O. SPILL-OUT

S.S. SOLID SURFACE

S.STL. STAINLESS STEEL

SH. SHOWER

SECT. SECTION

SHT. SHEET

SKY. SKYLIGHT

SL. SLOPE

SP.LT. SPOT LIGHT

SQ. SQUARE

STD. STANDARD

STL. STEEL

S.V. STONE VENEER

T

T&G TONGUE & GROOVE

T. TILE

T.B. TILE BASE

T.C. TIN CLAD

THK. THICKNESS

TRANS. TRANSOM

TYP. TYPICAL

V

V. VINYL

V.C.T VINYL COMPOSITION TILE

V.I.F. VERIFY IN FIELD

V.T.R. VENT THRU ROOF

VERT. VERTICAL

VEST VESTIBULE

V.P. VINYL PLANK TILE

W

W.S. WORKING SCUPPER

WD. WOOD

WDW. WINDOW

EARTHWORK

MATERIAL SYMBOLS:

EARTH/ COMPACT FILL

CONCRETE

CONCRETE

MASONRY

CONCRETE MASONRY

WOOD

FINISH

ROUGH

BLOCKING

GLASS

INSULATION

BATT/LOOSE FILL

COMPOSITE RIGID

MINERAL WOOL

FINISHES

GYPSUM WALLBOARD

PLYWOOD

PLYWOOD

METAL

STEEL/ OTHER METALS

GLASS

1t

1 VIEW NAME

1/8" = 1'-0"A101

SYMBOL KEY:

DOOR

SYMBOL

WINDOW

SYMBOL

GRID LINE

TARGET

TITLE

ELEVATION

REFERENCES

NUMBERED BY TYPE

REFER TO SCHEDULE

NUMBERED BY TYPE

REFER TO SCHEDULE

A,B,C, ETC. IN ONE DIRECTION

1,2,3, ETC. IN THE OTHER

SCALE

DRAWING NUMBER

XX

XX

XX

W4 a-B

SECTION

REFERENCES

W4 a-BWALL TAG WALL TYPE

SIM

A102

SIM

A102

SHEET NUMBER

DIRECTION

OF VIEW

SHEET NUMBER

DIRECTION OF

VIEW

LEVEL

REFERENCE

ROOF SLOPE

ARROW SLOPE DIRECTION

SLOPE

ROOF SLOPE

6 SLOPE

REVISION

MARK

ACCESSORY

TAG

NOTE TAG

XX

XX

NOTE NUMBER

LOCATION OF NOTE

APPLICATION

NOTE NUMBER

LOCATION OF NOTE

APPLICATION

LEVEL

CHANGE

XX

DETAIL

REFERENCES

SHEET NUMBER

DETAIL AREA

INTERIOR

ELEVATIONS

SHEET NUMBER

DIRECTION

OF VIEW

VIEW

NUMBER

X

XX

X

X

XX

X

ROOM

TAG

ROOM NUMBER

REV.

NUMBER

REV. LOCATION

XX CHANGE IN LEVEL

NAME

ELEVATION

6:12

SIM

A103

SIM

A103

1 Ref

A101

1 Ref

A101

AXXX

SHEET NUMBER

X SIGNAGE

MARK

X SIGNAGE TYPE

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651 WEST WARREN AVENUE

SUITE 200

LONGWOOD, FLORIDA 32750

T 407.331.6116

WWW.BENTLEYGROUPINC.COM

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A

B B

R E

V

IA

T

IO

N S

FIRE RESISTANCE RATINGS:

BUILDING ELEMENT BASED ON TYPE IIB CONSTRUCTION (FBC 2023 TABLE 601):

PRIMARY STRUCTURAL FRAME: = 0 HR

BEARING WALLS:

EXTERIOR: = 0 HR

INTERIOR: = 0 HR

NONBEARING WALLS AND PARTITIONS - EXTERIOR: = 0 HR

NONBEARING WALLS AND PARTITIONS - INTERIOR: = 0 HR

FLOOR ASSEMBLIES: = 0 HR

ROOF ASSEMBLIES: = 0 HR

EXIT REQUIREMENTS:

EGRESS WIDTH PER PERSON - DOOR

(FBC 2023, 1005): 0.2 IN. X # OF OCC.

SPACES WITH ONE EXIT MAX OCC LOAD OF SPACE

(FBC 2023, TABLE 1006.2.1): S = 10 OCC

COMMON PATH OF TRAVEL

(FBC 2023, 1006.2.1) - NON-SPRINKLERED: S-2 = 100 FT

MIN. NUMBER OF EXITS PER STORY

(FBC 2023, TABLE 1006.3.2): 1 REQUIRED

TWO EXITS REMOTENESS

(FBC 2023, 1007.1.1) - NON-SPRINKLERED: >1/2 DIAGONAL DIMENSION

MAX. EXIT ACCESS TRAVEL DISTANCE

(FBC 2023, 1017.2) - NON-SPRINKLERED: S-2 =300 FT

MIN. CORRIDOR WIDTH

(FBC 2023, 1020.3): 44 INCHES

MAX. DEAD-END CORRIDOR

(FBC 2023, 1020.5) - NON-SPRINKLERED: 20 FT

MIN. CLEAR OPENING OF EXIT DOOR:

(FBC, ACCESSIBILITY, 404.2.3) : 32 IN. (OPENINGS > 24 IN. DEEP = 36 IN.)

WIND CALCULATIONS:

WIND LOAD INFORMATION AS REQUIRED BY THE 2023 FLORIDA BUILDING CODE

(CHAPTER 16, SECTION 1609) IS AS FOLLOWS:

RISK CATEGORY (TABLE 1604.5) II

ULTIMATE DESIGN WIND SPEED (VULT) 136 MPH

(FIGURE 1609.3(2))

WIND EXPOSURE CATEGORY (1609.4.3) C

REFER TO STRUCTURAL SHEETS FOR MORE INFORMATION.

GENERAL INFORMATION:

LOCATION OF PROJECT:

TOMOKA FARMS LANDFILL - FLEET MANAGEMENT

SOLID WASTE PEMB

2415 TOMOKA LANDFILL ROAD, PORT ORANGE, FL 32128

PROJECT DESCRIPTION:

THE SCOPE OF THE PROJECT CONSIST OF SINGLE STORY OPEN AIR PRE-

ENGINEERED CANOPY FOR PARKING/EQUIPMENT STAGING AREA.

APPLICABLE CODES:

FLORIDA BUILDING CODE (FBC) 2023 w/ AMENDMENTS

FLORIDA BUILDING CODE EXISTING BUILDING (FBC) 2023

FLORIDA BUILDING CODE ACCESSIBILITY (FAC) 2023

FLORIDA BUILDING CODE MECHANICAL (FMC) 2023

FLORIDA BUILDING CODE PLUMBING (FPC) 2023

FLORIDA FIRE PREVENTION CODE 2023 (FFC) 7TH EDITION

NFPA 101, 2021 (LIFE SAFETY)

NFPA 30, 2024 (FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE)

NFPA 400,

NFPA 70, NATIONAL ELECTRICAL CODE (NEC) 2021

CODE SUMMARY:

USE & OCCUPANCY CLASSIFICATION: LOW-HAZARD, S-2 (FBC 2023, 311.2)

CONSTRUCTION TYPE: II-B (FBC 2023, CH.6; TABLE 601)

SPRINKLER SYSTEMS: NO (FBC 2023, 903.2.9) NO CONDITION EXISTS

NO (NFPA 1, 2021, 30.2.5) NO CONDITION EXISTS

MAXIMUM ALLOWABLE AREA: (FBC 2023 CH.5, TABLE 504.3, 504.4, 506.2)

OCCUPANCY = S-2

MAX. ALLOWABLE HEIGHT = 55'

MAX.ALLOWABLE STORIES = 3

AREA MAX. PER FLOOR = 26,000 SF

ACTUAL AREA = 4,720 SF

OCCUPANCY LOAD FACTOR = 200 GROSS S.F./OCCUPANT

APPLICABLE CODES:

OCCUPANCY LOAD CALCULATIONS:

TOTAL OCCUPANCY (FBC 2023, TABLE 1004.5) 24 OCC.

LIFE SAFETY ANALYSIS

LIFE SAFETY GENERAL NOTES:

1. SEE ELECTRICAL FOR ALL EMERGENCY LIGHT FIXTURES, FIRE ALARM

AND SMOKE DETECTION.

2. FEC AND FE LOCATIONS ARE LOCATED TO COMPLY WITH CODES AND

STANDARDS. VERIFY WITH ARCHITECT BEFORE RELOCATING FEC'S.

LIFE SAFETY PLAN LEGEND:

EGRESS ROUTES

WALL MOUNT FIRE EXTINGUISHER WITH

BRACKET, LOCATION TO BE APPROVED &

VERIFIED BY AHJ

EXIT SIGN - SEE ELEC FOR FULL

EXTENTS

FE

PATH OF TRAVEL DISTANCE

AVERAGE TIME

XXX'-XX"

XX sec

PARKING/EQUIP.

STAGING AREA

EXISTING BUILDING

FE FE

1/8" = 1'-0"1

NEW CANOPY LIFE SAFETY

N

A

D R

A W

N B

Y

P R

O

JE

C T

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P R

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D A

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651 WEST WARREN AVENUE

SUITE 200

LONGWOOD, FLORIDA 32750

T 407.331.6116

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GRAPHIC SCALE

SCALE 1/8" = 1'-0"

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NEW OPEN AIR

REPAIR CANOPY

EXISTING

BUILDING - NOT IN

SCOPE

EXISTING BUILDING - NOT

IN SCOPE

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1" = 20'-0"1

OVERALL ARCHITECTURAL SITE PLAN

N

NOTE:

ARCHITECTURAL SITE PLAN SHALL BE USED FOR SITE SCOPE OF

WORK REFERENCE.

A

A

.1

.2

O C

C U

P A

N C

Y C

H A

N G

1. SEE GENERAL NOTES AT THE BEGINNING OF THIS SET IN

REFERENCE TO SCALING DIMENSIONS FROM THESE DRAWINGS.

2. ALL DIMENSIONS TO EXTERIOR WALLS ARE TAKEN FROM

OUTSIDE FACE OF MASONRY TO OUTSIDE OF MASONRY.

3. COORDINATE DIMENSIONAL REQUIREMENTS WITH ALL

EQUIPMENT AND BUILT-IN ITEMS PRIOR TO CONSTRUCTION.

4. CONFIRM LOCATION OF AREAS REQUIRING SLAB RECESS FOR

FINISHES, SPECIAL REQUIREMENTS FOR MEP EQUIPMENT, AND

ALL OTHER ITEMS REQUIRING COORDINATION WITH THE

STRUCTURAL WORK PRIOR TO INSTALLATION.

5. CONFIRM DIMENSIONS WITH ALL ROUGH OPENING

REQUIREMENTS PRIOR TO INSTALLATION.

6. REFER TO SHEET G-020 FOR SYMBOL & NOTATION LEGEND.

DIMENSION GENERAL NOTES:

AA-301

AA-301

1 2 3 4 5

A

B

PARKING/EQUIP.

STAGING AREA

PRE-ENGINEERED METAL

BUILDING RIGID FRAME, TYP.

PRE-FINISHED GUTTER, BY

PEMB MANUFACTURER

PRE-FINISHED DOWNSPOUT, BY

PEMB MANUFACTURER, TYP.

DSDSDSDSDS

EXISTING BUILDING - NOT IN SCOPE

PRE-ENGINEERED METAL

BUILDING RIGID FRAME, TYP.

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

PRE-ENGINEERED METAL

BUILDING GIRT, TYP.

LINE OF EXTERIOR FACE OF

EXISTING BUILDING

8"

8"

8"

24' - 9" 24' - 5" 24' - 5" 24' - 9"

99' - 6"

E Q

E

Q

E Q

3'

8"

EQ. 14' - 0" EQ. EQ. 14' - 0" EQ. EQ. 14' - 0" EQ. EQ. 14' - 0" EQ.

1. REFER TO THE FINISH SCHEDULE FOR INTERIOR FINISHES AND

CEILING TYPES.

2. REFER TO MEP DRAWINGS FOR LIGHT FIXTURE AND HVAC

DIFFUSER TYPES

3. REFER TO MEP DRAWINGS FOR TYPE AND LOCATIONS OF

EMERGENCY DEVICES.

RCP GENERAL NOTES:

RCP LEGEND:

OPEN TO UNDERSIDE OF STRUCTURE

ABOVE

LED HIGH BAY LIGHT FIXTURE

NOTE: SEE ELECTRICAL FOR SPECIFIC LIGHT FIXTURE SCHEDULING,

FIXTURE SYMBOLS/GRAPHICS MAY VARY FROM THOSE SHOWN ON ELEC

DRAWINGS.

AA-301

AA-301

1 2 3 4 5

A

B

AA-201

AA-201 3

AA-2011

8"

5'

0"

PARKING/EQUIP.

STAGING AREA

EXISTING BUILDING -

NOT IN SCOPE

SLOPED CONCRETE

SLAB - REFER TO

STRUCTURAL

PRE-ENGINEERED METAL

BUILDING RIGID FRAME,

TYP.

PRE-ENGINEERED METAL

BUILDING RIGID FRAME,

TYP.

S L O

P E

LINE OF EXTERIOR FACE OF

EXISTING BUILDING

24' - 9" 24' - 5" 24' - 5" 24' - 9"

98' - 4" NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

EDGE OF NEW SLAB

TO ALIGN WITH EDGE

OF EXISTING SLAB

6'

8"

DISCONNECT

SWITCH, REFER TO

ELECTRICAL

BOLLARD, PAINTED, TYP.,

REFER TO STRUCTURAL

SLOPE TO

EXISTING

GRADE

SLOPE TO

EXISTING

GRADE

9' - 5"

U.N.O.

9" TYP.

/8

U .N

.O

9" T

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SUITE 200

LONGWOOD, FLORIDA 32750

T 407.331.6116

WWW.BENTLEYGROUPINC.COM

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1/8" = 1'-0"2

NEW CANOPY REFLECTED CEILING PLAN

N

0' 4' 8'

GRAPHIC SCALE

SCALE 1/8" = 1'-0"

0' 4' 8'

GRAPHIC SCALE

SCALE 1/8" = 1'-0"

1/8" = 1'-0"1

NEW CANOPY FLOOR PLAN

A

.1

.2

O C

C U

P A

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Y C

H A

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E

/4

1 2 3 4 5

A

B

EXISTING BUILDING

PRE-FINISHED METAL ROOF PANEL,

TO BE SUPPLIED BY PEMB

MANUFACTURER.

S L O

P E

DSDSDSDSDS

PRE-FINISHED GUTTER AND

DOWNSPOUT SYSTEM, BY

PEMB MANUFACTURER

EXISTING BUILDING

LINE OF EXTERIOR FACE OF

EXISTING BUILDING (BELOW)

99' - 6"

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

1. COORDINATE ALL ROOF PENETRATIONS WITH ALL APPLICABLE

TRADES AND PRECAST MANUFACTURER DURING PRECAST

SUBMITTAL PHASE.

2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTNING PROTECTION.

ROOF GENERAL NOTES:

ROOF RELATED CODE NOTES:

FLORIDA ENERGY CODE CHAPTER 4 REQUIREMENTS:

1. PROJECT IS LOCATED IN CLIMATE ZONE 2A.

2. INSULATION ENTIRELY ABOVE ROOF DECK: R-25 (CONTINUOUS

INSULATION) U-0.039

3. ROOF SOLAR AGED REFLECTANCE 0.55 AND AGED THERMAL

EMITTANCE 0.75 OR SOLAR REFLECTANCE INDEX 64

ROOF LEGEND:

EXISTING ROOF

METAL PANEL

ROOFING

GUTTER AND

DOWNSPOUT

ROOF SLOPE

ROOF STORMWATER DRAINAGE:

1. HOURLY RAINFALL USED: 10.8 INCHES PER HOUR.

2. AREA OF ROOF: 4,562 SF

3. LENGTH OF GUTTER: 100 FT

4. GUTTER SIZE REQUIRED / PROVIDED: 6" X 4.5" / 6" x 6"

5. # OF DOWNSPOUTS REQUIRED/PROVIDED: 2 / 5

6. DOWNSPOUT SIZE REQUIRED: 3" X 4"

7. DOWNSPOUT SIZE PROVIDED: 4" X 5"

DS

1/8" = 1'-0"1

NEW CANOPY ROOF PLAN

N

A

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C T

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BPA&ID CA NO.: AAC002023

651 WEST WARREN AVENUE

SUITE 200

LONGWOOD, FLORIDA 32750

T 407.331.6116

WWW.BENTLEYGROUPINC.COM

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N

0' 4' 8'

GRAPHIC SCALE

SCALE 1/8" = 1'-0"

A

A

.1

.2

O C

C U

P A

N C

Y C

H A

N

FINISH FLOOR

0' - 0"

AA-301

HIGH EAVE

21' - 6"

1 2 3 4 5

PRE-ENGINEERED

METAL BUILDING RIGID

FRAME, TYP.

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

PRE-FINISHED

GUTTER, BY PEMB

MANUFACTURER

PRE-FINISHED

DOWNSPOUT, BY PEMB

MANUFACTURER, TYP. EXISTING BUILDING -

NOT IN SCOPE (BEYOND)

PRE-ENGINEERED METAL

BUILDING RIGID FRAME, TYP.

PRE-FINISHED METAL ROOF

PANEL, TO BE SUPPLIED BY

PEMB MANUFACTURER.

(BEYOND)

EXISTING OPENINGS

(BEYOND)

EXISTING CONCRETE

WALL (BEYOND)

BOLLARD, PAINTED,

TYP., REFER TO

STRUCTURAL

DISCONNECT SWITCH,

REFER TO ELECTRICAL

T Y

P

FINISH FLOOR

0' - 0"

AA-301

HIGH EAVE

21' - 6"

A B

PRE-ENGINEERED METAL

BUILDING RIGID FRAME,

TYP.

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

PRE-FINISHED GUTTER, BY

PEMB MANUFACTURER

PRE-FINISHED

DOWNSPOUT, BY PEMB

MANUFACTURER, TYP.

PRE-ENGINEERED

METAL BUILDING

RIGID FRAME

EXTENSION, TYP.

EXISTING BUILDING -

NOT IN SCOPE

PRE-FINISHED METAL ROOF

PANEL, TO BE SUPPLIED BY

PEMB MANUFACTURER.

3/4" / 12"

BOLLARD, PAINTED, TYP.,

REFER TO STRUCTURAL

FINISH FLOOR

0' - 0"

AA-301

HIGH EAVE

21' - 6"

AB

PRE-ENGINEERED

METAL BUILDING RIGID

FRAME, TYP.

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

PRE-FINISHED GUTTER,

BY PEMB

MANUFACTURER

PRE-FINISHED

DOWNSPOUT, BY

PEMB

MANUFACTURER, TYP.

PRE-ENGINEERED METAL

BUILDING RIGID FRAME

EXTENSION, TYP.PRE-FINISHED METAL ROOF

PANEL, TO BE SUPPLIED BY

PEMB MANUFACTURER.

3/4" / 12"

BOLLARD, PAINTED,

TYP., REFER TO

STRUCTURAL

DISCONNECT SWITCH,

REFER TO ELECTRICAL

1. REFER TO G-020 SHEETS FOR GENERAL NOTES NOT FOUND ON

THIS SHEET.

2. REFER TO STRUCTURAL AND MEP DRAWINGS FOR OPENINGS

AND EQUIPMENTS.

3. COORDINATE DIMENSIONAL REQUIREMENTS WITH ALL

EQUIPMENT AND BUILT-IN ITEMS PRIOR TO CONSTRUCTION.

4. CONFIRM DIMENSIONS WITH ALL ROUGH OPENING

REQUIREMENTS AND NOTIFY THE ARCHITECT OR ENGINEER OF

RECORD OF ANY CONFLICTS PRIOR TO INSTALLATION.

5. REFER TO SHEET AA-201 FOR ALL EXTERIOR FINISHES AND

COLORS.

ELEVATION GENERAL NOTES:EXTERIOR FINISHES

1. INSTALLERS OF EACH FINISH MATERIAL SHALL INSPECT BOTH THE SUBSTRATE AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. INSTALLER SHALL NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN

AN ACCEPTABLE MANNER TO ALL PARTIES AND MEET ALL MANUFACTURER'S REQUIREMENTS.

2. PROVIDE COMPLETE LIST OF EXTERIOR FINISHES WHETHER OR NOT SPECIFICALLY INDICATED. ALL EXPOSED ITEMS SHALL BE

FINISHED AND/OR PAINTED UNLESS OTHERWISE NOTED.

3. PAINT ALL EXPOSED AND SEMI-EXPOSED WOOD BLOCKING AND METAL SUPPORTS TO MATCH ADJACENT SURFACES.

4. EXTERIOR PAINTING OF MECHANICAL, ELECTRICAL AND PLUMBING WORK IS LIMITED TO THOSE ITEMS EXPOSED TO

THE EXTERIOR AND NOT FACTORY FINISHED.

5. PAINTED FINISH ON ALL METAL SURFACES SHALL BE SMOOTH, CLEAR AND FREE OF ALL BRUSH MARKS.

6. ALL PAINTABLE EXTERIOR SEALANTS ARE TO BE PAINTED TO MATCH THE ADJACENT SURFACES. NON-PAINTABLE

SEALANT COLORS ARE TO BE SELECTED TO CLOSELY MATCH THE ADJACENT SURFACES.

EXTERIOR FINISH MATERIALS (BASIS OF DESIGN)

HIGH-PERFORMANCE COATING

HPC-1

SHEEN: AS SPECIFIED

COLOR: MATCH EXISTING ADJACENT BUILDING, TO BE APPROVED BY

ARCHITECT/OWNER

NOTES: RIGID PEMB FRAMES, PEMB PURLINS, PEMB GIRTS AND EXPOSED

METALS

ROOF DOWNSPOUT SYSTEM

MATERIAL: 24 GA. GALVALUME

COLOR: MATCH EXISTING ADJACENT BUILDING, TO BE APPROVED BY

ARCHITECT/OWNER

NOTES: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

REFER TO SHEET AA-150 FOR DOWNSPOUT SIZE.

ROOF PANELS

MATERIAL: 24 GA. GALVALUME

COLOR: MATCH EXISTING ADJACENT BUILDING, TO BE APPROVED BY

ARCHITECT/OWNER

NOTES: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

SAFETY BOLLARDS

MATERIAL: STEEL

COLOR: SAFETY YELLOW

NOTES: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1/8" = 1'-0"2

ELEVATIONN - NORTH

1/8" = 1'-0"3

ELEVATION - EAST

1/8" = 1'-0"1

ELEVATION - WEST

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651 WEST WARREN AVENUE

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LONGWOOD, FLORIDA 32750

T 407.331.6116

WWW.BENTLEYGROUPINC.COM

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0' - 0"

AA-301

HIGH EAVE

21' - 6"

3/4" / 12"

AB

AA-301

AA-301

EXISTING BUILDING -

NOT IN SCOPE

PRE-FINISHED METAL ROOF

PANEL, TO BE SUPPLIED BY

PEMB MANUFACTURER.

PRE-ENGINEERED METAL

BUILDING RIGID FRAME,

TYP.

CONCRETE SLAB - REFER TO

STRUCTURAL

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

PRE-FINISHED DOWNSPOUT,

BY PEMB MANUFACTURER,

TYP.

BOLLARD, PAINTED, TYP.,

REFER TO STRUCTURAL

DISCONNECT SWITCH,

REFER TO ELECTRICAL

FINISH FLOOR

0' - 0"

AA-301

HIGH EAVE

21' - 6"

1 2 3 4 5

AA-301

AA-301

SIM

MIR

PRE-ENGINEERED METAL

BUILDING RIGID FRAME,

TYP.

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

CONCRETE SLAB - REFER

TO STRUCTURAL

EXISTING BUILDING -

NOT IN SCOPE

PRE-FINISHED METAL ROOF

PANEL, TO BE SUPPLIED BY

PEMB MANUFACTURER.

DISCONNECT SWITCH,

REFER TO ELECTRICAL

LIGHT FIXTURE, REFER

TO ELECTRICAL, TYP.

BOLLARD, PAINTED, TYP.,

REFER TO STRUCTURAL

T Y

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HIGH EAVE

21' - 6"

PRE-ENGINEERED

METAL BUILDING RIGID

FRAME EXTENSION, TYP.

SPACER TRIM TO BE

SUPPLIED BY PEMB

MANUFACTURER

EAVE TRIM TO BE

SUPPLIED BY PEMB

MANUFACTURER

OUTSIDE PANEL CLOSURE

WITH TAPE MASTIC TO BE

SUPPLIED BY PEMB

MANUFACTURER

PRE-FINISHED METAL ROOF

PANEL, TO BE SUPPLIED BY

PEMB MANUFACTURER.

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

PRE-ENGINEERED METAL

BUILDING RIGID FRAME,

TYP.

PRE-FINISHED 4" x 5"

DOWNSPOUT, BY PEMB

MANUFACTURER, TYP.

PRE-FINISHED GUTTER TO

BE SUPPLIED BY PEMB

MANUFACTURER

GUTTER HANGER TO BE

SUPPLIED BY PEMB

MANUFACTURER

PRE-FINISHED METAL

ROOF PANEL, TO BE

SUPPLIED BY PEMB

MANUFACTURER.

TAPE MASTIC TO BE

SUPPLIED BY PEMB

MANUFACTURER

FRAME BRACING TO BE

SUPPLIED BY PEMB

MANUFACTURER. AS

REQUIRED BY PEMB

MANUFACTURER

INSIDE PANEL CLOSURE

WITH TAPE MASTIC TO

BE SUPPLIED BY PEMB

MANUFACTURER

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

PRE-ENGINEERED METAL

BUILDING RIGID FRAME,

TYP.

METAL ANGLE TO BE

SUPPLIED BY PEMB

MANUFACTURER

EXTENSION TRIM TO BE

SUPPLIED BY PEMB

MANUFACTURER

RAKE TRIM TO BE

SUPPLIED BY PEMB

MANUFACTURER

PRE-FINISHED METAL

ROOF PANEL, TO BE

SUPPLIED BY PEMB

MANUFACTURER.

NOTE:

1. PAINT ALL EXPOSED STRUCTURE.

1/8" = 1'-0"5

BUILDING SECTION 1

1/8" = 1'-0"4

BUILDING SECTION 2

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

HIGH EAVE DETAIL

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

TYPICAL EAVE GUTTER DETAIL

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

TYPICAL RAKE DETAIL

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NTS

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NOTE:

PERSPECTIVE VIEWS ARE PROVIDED FOR REFERENCE USE ONLY.

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DESIGN CODES

1. 2023 FLORIDA BUILDING CODE

2. ASCE 7-22: MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES

3. ACI 318-19: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND

COMMENTARY

DESIGN LOADS

1. DEAD LOADS

A. ROOF = 15 PSF

2. LIVE LOADS

A. ROOF = 20 PSF

3. WIND LOADS

A. ULTIMATE WIND SPEED = 136 MPH

B. NOMINAL WIND SPEED = 106 MPH

C. WIND EXPOSURE CATEGORY: C

D. STRUCTURE RISK CATEGORY: II

F. ENCLOSURE CLASSIFICATION

F.1. OPEN BUILDING

G. ROOF WIND PRESSURES:

G.1. SEE SHEET AS-002

COORDINATION

1. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION

AND THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.

2. THE STRUCTURAL WORKING DRAWINGS MUST BE COORDINATED WITH THE CIVIL,

ARCHITECTURAL, MECHANICAL AND ELECTRICAL WORKING DRAWINGS TO PROPERLY

LOCATE DRAINS, SLOPES, PIPE SLEEVES, ANCHOR BOLTS, BLOCKOUTS, ETC.

DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE

PROCEEDING WITH THE WORK.

3. THE DRAWINGS MUST BE COORDINATED WITH THE PROJECT SPECIFICATIONS.

4. SCALING OF PLANS IS NOT PERMITTED, CONTRACTOR IS TO NOTIFY ENGINEER OF ANY

DIMENSIONS REQUIRING CLARIFICATION.

5. NOTES ON DETAILS ON DRAWINGS MUST TAKE PRECEDENCE OVER GENERAL NOTES

AND TYPICAL DETAILS.

6. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL AND MUST APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS OTHERWISE

SHOWN OR NOTED.

7. ALL PHASES OF WORK MUST CONFORM TO THE MINIMUM STANDARDS OF THE DESIGN

CODES LISTED ABOVE.

8. ALL STRUCTURAL WORK MUST COMPLY ACI, AISI, AWS, THE ALUMINUM ASSOCIATION

AND ASCE 7 w/ SUPPLEMENTS, AS WELL AS ALL OTHER APPLICABLE CODES AND

ORDINANCES.

9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL

DRAWINGS.

10. ALL SLAB DETAILS AND SECTIONS ARE SHOWN FLAT. SEE ARCHITECTURAL DRAWINGS

FOR SLOPES.

11. ALL ASTM SPECIFICATIONS AND REFERENCE STANDARDS NOTED ON THESE DRAWINGS

AND TECHNICAL SPECIFICATIONS MUST BE OF THE LATEST EDITION.

12. EQUIVALENT MATERIALS SUBSTITUTED AS PER "APPROVED EQUAL" NOTE MUST BE

APPROVED BY THE ENGINEER PRIOR TO USE.

13. ANY DEVIATION FROM CONTRACT PLANS DUE TO DISCREPANCY OR CONSTRUCTABILITY

ISSUES WILL NEGATE A CONTRACTOR'S CLAIM FOR TIME DELAYS.

PRECAUTIONS

1. ANY REQUIRED DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR.

2. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS TO PREVENT THE UPLIFT

OR FLOTATION OF STRUCTURES UNTIL COMPLETELY CONSTRUCTED AND ALL BACKFILL

IS IN PLACE AND COMPACTED.

3. FOR THE APPROXIMATE LOCATION OF KNOWN EXISTING UTILITIES, REFER TO THE UTILITY

WORKING DRAWINGS. THE CONTRACTOR MUST VERIFY ALL UTILITY LOCATIONS PRIOR

TO COMMENCING WORK, AND MUST BE RESPONSIBLE FOR PROTECTING THE

UTILITIES DURING EXCAVATION AND CONSTRUCTION.

4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.

UNLESS OTHERWISE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE

CONTRACTOR IS TO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE,

WORKMEN OR THEIR PERSONS DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT

ARE NOT LIMITED TO, LATERAL BRACING, SHORING FOR CONSTRUCTION EQUIPMENT,

SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING,

PLANKING, SAFETY NETS, SUPPORT AND BRACINGS FOR CRANES AND GIN POLES, ETC.

5. THE CONTRACTOR, AT THEIR OWN EXPENSE, MUST ENGAGE PROPERLY QUALIFIED

PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES

ARE TO BE USED AND INSPECT SAME IN FIELD. OBSERVATION VISITS TO THE SITE BY FIELD

REPRESENTATIVE OF THE ENGINEER WILL NOT INCLUDE INSPECTION OF THE ABOVE

ITEMS.

6. THE CONTRACTOR MUST SUPERVISE AND DIRECT THE WORK AND BE SOLELY RESPONSIBLE

FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.

AS A PART OF THE RESPONSIBILITIES, THE CONTRACTOR MUST RETAIN THE SERVICES OF A

PROFESSIONAL ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR WORKMEN,

AND ALL SHORING OF FORMS AND THE ELEMENTS OF THE CONSTRUCTION.

7. SOIL MUST BE TREATED FOR PESTS ACCORDING TO PROJECT SPECIFICATIONS.

SHOP DRAWINGS

1. THE FOLLOWING SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY

THE ENGINEER BEFORE FABRICATION/CONSTRUCTION:

1.1 REINFORCING STEEL

1.2 CAST-IN-PLACE CONCRETE MIX DESIGN

1.3 PRE-ENGINEERED METAL BUILDING (SIGNED AND SEALED)

1.4 PRE-ENGINEERED METAL BUILDING CALCULATIONS (SIGNED AND SEALED)

1.5 VAPOR BARRIER

1.6 CONTROL JOINT LAYOUT

CONCRETE

1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF.

ALL SITE PREPARATION AND COMPACTION MUST BE PERFORMED IN STRICT ACCORDANCE

WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD, THE

STRICTER OF THE GEOTECHNICAL REPORT REQUIREMENTS AND THOSE INDICATED BELOW

MUST BE USED. (REFERENCE: ARDAMAN FILE NO. 24-6430 1/20/2025)

2. STRUCTURAL FILL MUST CONSIST OF COHESIONLESS SAND CONTAINING NO MORE THAN

12 % FINES ( UNIFIED SOIL CLASSIFICATION SP OR SP-SM) THAT ARE FREE OF ORGANIC

MATTER (LESS THAN 5 % ), DEBRIS, ROOTS, DELETERIOUS MATTER AND ELONGATED OR

FLAT PARTICLES SUSCEPTIBLE TO DEGRADATION. ALL MATERIAL BEING USED AS FILL AND

BACKFILL MUST BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE

PLACEMENT.

3. ALL STRUCTURAL FILL MUST BE PLACED IN LEVEL LIFTS NOT TO EXCEED 6 INCHES IN

UNCOMPACTED THICKNESS. EACH LIFT MUST BE COMPACTED TO AT LEAST 95 PERCENT

OF THE MODIFIED PROCTOR (ASTM D 1557) MAXIMUM DRY DENSITY VALUE. THE FILLING

AND COMPACTION OPERATIONS MUST CONTINUE IN LIFTS UNTIL THE DESIRED

ELEVATION(S) IS ACHIEVED.

4. THE MINIMUM FREQUENCY OF IN-PLACE DENSITY TESTING MUST BE REDUCED TO ONE

TEST FOR EACH 2,500 SQUARE FOOT OF STRUCTURAL AREA. IN-PLACE DENSITY TESTING

MUST BE PERFORMED AT THIS MINIMUM FREQUENCY FOR A DEPTH OF 2 FEET BELOW

NATURAL GROUND AND FOR EVERY 1 FEET OF LIFT PLACED IN THE STRUCTURAL AREA.

5. EXCAVATE THE FOUNDATION TO THE PROPOSED BOTTOM OF FOOTING ELEVATIONS, AND

THEREAFTER, VERIFY THE INPLACE COMPACTION FOR A DEPTH OF 2 FEET BELOW THE

FOOTING BOTTOMS. IF NECESSARY, COMPACT THE BOTTOM OF THE EXCAVATIONS TO

ACHIEVE A MINIMUM DRY DENSITY EQUIVALENT TO 95 PERCENT OF THE MODIFIED

PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) FOR A DEPTH OF 2 FEET BELOW THE

FOOTING BOTTOMS.

6. FOR CONTINUOUS OR WALL FOOTINGS, DENSITY TESTS MUST BE PERFORMED AT A

MINIMUM FREQUENCY OF ONE TEST FOR EVERY 50 LINEAR FEET OF FOOTING, AND FOR A

DEPTH OF 2 FEET BELOW THE BEARING SURFACE.

FOUNDATIONS

1. ALL CONCRETE WORK MUST BE IN STRICT ACCORDANCE WITH ACI 301-20 "SPECIFICATIONS

FOR STRUCTURAL CONCRETE" AND ACI 318-19 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE."

2. ALL CAST-IN-PLACE CONCRETE MUST HAVE THE FOLLOWING PROPERTIES:

3. ALL PUMPED CONCRETE WITH 3/4" (#57) AGGREGATE IS TO CONTAIN A HIGH RANGE

WATER REDUCING ADMIXTURE (HRWR). MINIMUM SIZE OF THE DISCHARGE MUST BE 4".

USE OF HRWR WILL INCREASE THE SLUMP NOTED IN THE TABLE ABOVE.

4. CONCRETE MIX DESIGN SUBMITTALS:

4.1. EACH MIX DESIGN MUST BE LABELED TO INDICATE THE LOCATION IN WHICH THE

CONCRETE IS TO BE PLACED, SUCH AS FOUNDATIONS, SLAB ON GRADE, ETC.

4.2. PROPOSED MIX DESIGN MUST BE IN ACCORDANCE WITH ACI 301-20. PROVIDE

SUPPORTING DATA IN TABULAR FORM FOR EACH SEPARATE PROPOSED MIX.

5. A CERTIFIED TESTING AGENCY MUST BE ENGAGED TO PERFORM INDUSTRY STANDARD

TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE

WITH PLANS AND SPECIFICATIONS. SUBMIT REPORTS TO ARCHITECT AND ENGINEER OF

RECORD.

6. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL AND MUST APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS OTHERWISE

SHOWN OR NOTED.

7. ALL CONCRETE ADMIXTURES MUST CONFORM TO THE REQUIREMENTS OF ACI 318-19.

CHLORIDES MUST NOT BE PERMITTED.

8. EXPOSED CONCRETE EDGES MUST BE CHAMFERED 1/2" x 1/2" UNLESS NOTED OTHERWISE.

9. CONTRACTOR MUST MECHANICALLY VIBRATE CONCRETE SUFFICIENTLY TO ELIMINATE ALL

VOIDS AND CAVITIES. ALL DEFICIENCIES MUST BE REPAIRED BY RECEIVING A PARGED

FINISH.

10. PLACE CONCRETE IN ACCORDANCE WITH ACI 304. LIMIT MAXIMUM FREE DROP OF

CONCRETE TO 3 FEET. ALL PRECAUTIONS MUST BE TAKEN TO AVOID SEGREGATION OF

CONCRETE DURING PLACEMENT.

CONCRETE REINFORCING BARS

1. ALL REINFORCING BARS MUST BE IN ACCORDANCE WITH ASTM A 615, GRADE 60, UNLESS

NOTED OTHERWISE, AND DOMESTICALLY PRODUCED.

2. ALL REINFORCING BARS MUST BE PLACED WITH BAR SUPPORTS AS REQUIRED BY CRSI

MANUAL OF STANDARD PRACTICE (LATEST EDITION).

3. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH ACI DETAILING MANUAL SP-66 (LATEST

EDITION) FOR REVIEW OF ALL REINFORCEMENT REQUIRED FOR PROJECT PRIOR TO

FABRICATION.

4. COVER FOR REINFORCING BARS MUST BE AS FOLLOWS:

5. ALL REINFORCING BARS AT SPLICES IN CONCRETE MUST BE LAPPED ACCORDING TO ACI

318-19, UNLESS NOTED OTHERWISE. FOR REINFORCING BARS WITH A DIAMETER = Db, IF A MINIMUM COVER OF Db IS PROVIDED ALONG WITH A MINIMUM CLEAR SPACING OF 2*dB, OR A MINIMUM CLEAR COVER OF Db AND A MINIMUM CLEAR SPACING OF Db ARE PROVIDED

ALONG WITH MINIMUM TIES OR STIRRUPS, THE FOLLOWING APPLIES:

DESIGN PLAN GRADE ELEVATIONS

1. ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS ARE IN "FEET-INCHES" WITH RESPECT

TO FINISHED FLOOR ELEVATIONS 0'-0" FOR SIMPLIFICATION PURPOSES.

1. STRIP THE PROPOSED CONSTRUCTION LIMITS OF ALL TREES, GRASS, ROOTS, TOPSOIL, AND

OTHER DELETERIOUS MATERIALS WITHIN AND 5 FEET BEYOND THE PERIMETER OF THE

PROPOSED BUILDING AREAS AND 3 FEET BEYOND THE PERIMETER OF PROPOSED PAVED

AREAS, EXPECT TYPICAL STRIPPING AT THIS SITE TO DEPTHS OF 6 TO 12 INCHES. DEEPER

AREAS MAY BE NEEDED WHERE LARGE ROOT SYSTEMS MAY BE ENCOUNTERED OR WHERE

PEAT AND ROOTS ARE PRESENT.

2. DEWATER PRIOR TO COMPACTING THE SUBGRADE SOILS TO MAINTAIN A MINIMUM OF 3 FEET

SEPARATION FROM THE COMPACTION SURFACE TO THE WATER LEVEL. COMPACT THE

SUBGRADE FROM THE SURFACE WITH A MEDIUM WEIGHT VIBRATORY ROLLER (A 3- TO 4-TON

ROLLER, STATIC WEIGHT, AND 3- TO 4-FOOT DRUM DIAMETER) UNTIL A MINIMUM DENSITY

OF AT LEAST 95 PERCENT THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557)

IS OBTAINED, TO A DEPTH OF 2 FEET BELOW THE COMPACTED SURFACE OR 2 FEET

BELOW THE BOTTOM OF THE FOOTING. TYPICALLY, THE SOILS MUST EXHIBIT MOISTURE

CONTENTS WITHIN ±2 PERCENT OF THE MODIFIED PROCTOR OPTIMUM MOISTURE CONTENT

DURING COMPACTION. A MINIMUM OF EIGHT (8) COMPLETE COVERAGES (IN PERPENDICULAR

DIRECTION) MUST BE MADE IN THE BUILDING CONSTRUCTION AREA WITH THE ROLLER TO

IMPROVE THE UNIFORMITY AND INCREASE THE DENSITY OF THE UNDERLYING SAND SOILS.

MUST THE BEARING SOILS EXPERIENCE PUMPING AND SOIL STRENGTH LOSS DURING THE

COMPACTION OPERATIONS, COMPACTION WORK MUST BE IMMEDIATELY TERMINATED

AND (1) THE DISTRIBUTED SOILS REMOVED AND BACKFILLED WITH DRY STRUCTURAL FILL

SOILS WHICH ARE THEN COMPACTED, OR (2) THE EXCESS PORE PRESSURES WITHIN THE

DISTRIBUTED SOILS ALLOWED TO DISSIPATE BEFORE RE-COMPACTING.

3. TEST THE SUBGRADE FOR COMPACTION AT A FREQUENCY OF NOT LESS THAN ONE TEST

PER 2,500 SQUARE FEET IN THE BUILDING AREAS, OR A MINIMUM OF THREE TEST

LOCATIONS PER BUILDING, WHICHEVER IS GREATER, AND EVERY 10,000 SQUARE FEET IN

PAVEMENT AREAS, OR A MINIMUM OF THREE TEST LOCATIONS, WHICHEVER IS GREATER.

4. PLACE FILL MATERIAL, AS REQUIRED. THE FILL MUST CONSIST OF "CLEAN", FINE SAND

WITH LESS THAN 5 PERCENT SOIL FINES. FILL MATERIALS WITH SOIL FINES BETWEEN 5 AND

10 PERCENT MAY BE USED BUT STRICT MOISTURE CONTROL MAY BE REQUIRED. TYPICALLY,

THE SOILS MUST EXHIBIT MOISTURE CONTENTS WITHIN ±2 PERCENT OF THE MODIFIED

PROCTOR OPTIMUM MOISTURE CONTENT DURING COMPACTION. EXCEPT FOR IN AREAS OF

FOUNDATIONS PLACE FILL IN UNIFORM 10 TO 12 INCH LOOSE LIFTS AND COMPACT EACH

LIFT TO A MINIMUM DENSITY OF 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM

DRY DENSITY.

5. IF EXCAVATIONS ARE REQUIRED FOR THE PROPOSED CONSTRUCTION, LIMESTONE MAY BE

ENCOUNTERED AT ELEVATIONS ABOVE DEPTH OF EXCAVATION. SOME OF THE LIMESTONE

MAY REQUIRE SPECIAL EQUIPMENT TO REMOVE. WHERE LIMESTONE IS ENCOUNTERED, IT

MUST BE OVER-EXCAVATED TO 12-INCHES BELOW EXCAVATION BASE AND A CLAYEY

SAND SOIL PLACED AND COMPACTED ABOVE THE LIMESTONE. A GEOTEXTILE SEPARATION

FABRIC MAY BE NEEDED BETWEEN THE CLAYEY SAND AND LIMESTONE SURFACE IF THE

SURFACE OF THE LIMESTONE IS POROUS.

SITE PREPARATION RECOMMENDATIONS

PRE-ENGINEERED METAL BUILDING

1. THE PRE-ENGINEERED METAL BUILDING MUST CONSIST OF A MINIMUM OF ROOF DECK,

RIGID FRAMES, CANOPY FRAMING, GUTTERS, DOWNSPOUTS AND FLASHING. DEVIATION

FROM BAY SPACING SHOWN ON THE DRAWINGS IS NOT PERMITTED TO SUIT

MANUFACTURER STANDARDS.

2. THE SYSTEM MUST BE DESIGNED AND DETAILED BY THE MANUFACTURER TO SUSTAIN

THE DESIGN LOADS SPECIFIED. THE DESIGN MUST BE IN ACCORDANCE TO AISC AND AISI

SPECIFICATIONS AND MBMA "METAL BUILDING SYSTEMS MANUAL" DESIGN PRACTICES,

LATEST ISSUES. ANCHORAGE SIZE AND QUANTITY SHOULD BE INCLUDED IN DESIGN.

3. THE MANUFACTURER MUST BE REGULARLY ENGAGED IN METAL BUILDING DESIGN AND

MANUFACTURING. CURRENT MBMA MEMBERS ARE APPROVED. OTHERS MUST SUBMIT

PRODUCT DATA FOR REVIEW.

4. SHOP DRAWINGS AND CALCULATIONS MUST BE PREPARED PRIOR TO FABRICATION AND

BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SHOP

DRAWINGS MUST INDICATE THE DESIGN LOADS, JOB NAME AND NUMBER. THEY MUST

INCLUDE DRAWING OF THE FRAMING MEMBERS WITH THE CONNECTIONS, THE ANCHOR

BOLT PLAN AND COLUMN BASE REACTIONS. STANDARD CUT SHEETS OF THE ABOVE ARE

NOT ACCEPTABLE. STANDARD CUT SHEETS MAY BE SUBMITTED FOR SECONDARY

FRAMING CONNECTION DETAILS, FLASHING AND SHEATHING DETAILS, ETC.

5. UPON REVIEW OF THE COLUMN BASE REACTIONS PROVIDED BY THE METAL BUILDING

MANUFACTURER, THE ENGINEER OF RECORD MAY REVISE THE FOUNDATION SIZES

PROVIDED AS REQUIRED WITHOUT ANY ADDITIONAL COST TO THE OWNER.

6. THE DESIGN OF THE SPREAD FOOTING FOUNDATIONS ASSUME "PINNED" METAL

BUILDING COLUMNS. THE PRE-ENGINEERED METAL BUILDING MUST NOT TRANSFER ANY

MOMENT TO THE FOUNDATION.

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.

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.

3. THE CONTRACTOR IS REQUIRED TO PERFORM THE 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.

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.

5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN STRAIGHT AND TRUE LINES TO ENSURE A NEAT

INTERFACE.

6. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE MEMBER LEAVES THE ENDS OF

REINFORCING STEEL EXPOSED, PROVIDE THE FOLLOWING:

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

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

C. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPOXY. SEE SPECIFICATIONS FOR

ACCEPTED MANUFACTURERS.

7. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY

AND/OR PERMANENT BRACING AND SUPPORTS.

8. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND OTHER OPENINGS TO

PROTECT BUILDING FROM EXPOSURE TO UNDESIRABLE ELEMENTS UNTIL NEW

CONSTRUCTION IS WEATHERPROOFED. ONCE THE CONSTRUCTION IS WEATHERPROOFED

REMOVE SUCH TEMPORARY CONSTRUCTION. ALL TEMPORARY EXTERIOR WALLS THAT ARE

SUBJECT TO WIND LOADS MUST BE DESIGNED BY A DELEGATED ENGINEER.

9. UPON COMPLETION OF NEW CONSTRUCTION UNDER EACH PHASE, RESTORE ALL DEMOLISHED

AREAS TO AN ACCEPTABLE USAGE IN ACCORDANCE TO THE CONTRACT DOCUMENTS.

10. 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.

1. IT IS 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.

EXISTING STRUCTURE

DEMOLITION

CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

SLABS, WALLS & JOISTS

#11 BARS AND SMALLER

#14 AND #18 BARS

3/4" 1 1/2"

CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BARS AND SMALLER

#6 BARS AND LARGER

1 1/2" 2"

CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3"

CAST-IN-PLACE CONCRETE - REINFORCING BAR COVER

SLAB-ON-GRADE 4,000 PSI 4" ± 1" 0.45% 3/4"

FOUNDATIONS 4,000 PSI 4" ± 1" 0.45% 3/4"

LOCATION

MIN. 28 DAY

COMPRESSIVE

STRENGTH, f'c

SLUMP

MAXIMUM W/C

RATIO

MAXIMUM

AGGREGATE

CAST-IN-PLACE CONCRETE PROPERTIES

#7 BARS AND SMALLER 62Db

#6 BARS AND SMALLER 50Db

REINFORCING BAR SIZE f'c = 4,000 PSI

CAST-IN-PLACE CONCRETE REINF. BAR MIN. LAP SPLICE

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COMPONENTS AND CLADDING

WIND PRESSURE SCHEDULES

SEE AS-001 FOR WIND LOAD PARAMETERS.

POSITIVE (+) & NEGATIVE (-) VALUES SIGNIFY PRESSURES ACTING TOWARD & AWAY FROM THE SURFACE, RESPECTIVELY.

>80 49.97 -54.51 49.97 -54.51 49.97 -54.51

80 49.97 -54.51 77.22 -81.76 77.22 -81.76

20 49.97 -54.51 77.22 -81.76 149.90 -109.20

POSITIVE (+) NEGATIVE (-) POSITIVE (+) NEGATIVE (-) POSITIVE (+) NEGATIVE (-)

TRIBUTARY AREA

(SQ. FT)

INTERIOR ZONE 1

(PSF)

EDGE ZONE 2

(PSF)

CORNER ZONE 3

(PSF)

ULTIMATE…