630001_SCAT_Vault_Rm_-_Drawings-_PERMIT_SET_5-23.pdf

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

SITE

PROJECT

LOCATION

05-10-2024

CONSTRUCTION DOCUMENTS

BREEZE TRANSIT

Wendel Project No. 630001

SERVICE LANE

5303 PINKNEY AVE, SARASOTA, FL 34233

VAULT ROOM IMPROVEMENTS

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

DRAWING INDEX

SHEET

NUMBER SHEET NAME

REVISION

NUMBER DATE

STRUCTURAL

S001 STRUCTURAL NOTES AND

ABBREVIATIONS

0 05-10-2024

S101 FOUNDATION AND FRAMING PLANS 0 05-10-2024

S300 WALL ELEVATIONS AND SECTIONS 0 05-10-2024

S301 TYPICAL DETAILS 0 05-10-2024

ARCHITECTURE

A000 TITLES & SYMBOLS 0 05-10-2024

A001 TITLES & SYMBOLS 0 05-10-2024

A002 ARCHITECTURAL SITE PLAN 0 05-10-2024

A003 EXISTING SITE PLAN & SITE DEMOLITION 0 05-10-2024

A004 CODE PLANS 0 05-10-2024

A100 FLOOR PLAN & DETAIL 0 05-10-2024

A101 ROOF PLAN, DETAILS & 3D VIEW 0 05-10-2024

A400 BUILDING ELEVATIONS & SECTIONS 0 05-10-2024

A401 SECTION DETAILS 0 05-10-2024

A920 DOOR & HARDWARE SCHEDULE & FINISH

SCHEDULE & REFLECTED CEILING PLAN

0 05-10-2024

ELECTRICAL

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS,

& NOTES

0 05-10-2024

E101 GROUND LEVEL - ELECTRICAL WORK 0 05-10-2024

INDICATES ASPHALT PAVEMENT

PLAN VIEW

INDICATES 95% COMPACTED FREE

DRAINING SUB-BASE (STRUCTURAL FILL)

INDICATES NATIVE (EXISTING) SOIL

INDICATES APPROXIMATE FINAL GRADE,

SEE SITE DRAWINGS

INDICATES CONCRETE

SECTION VIEWDESCRIPTION OF MATERIAL

INDICATES CONCRETE MASONRY

INDICATES 98% COMPACTED FREE

DRAINING SUB-BASE (STRUCTURAL FILL)

INDICATES STEEL

INDICATES DEMOLISHED AREA

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PREPARATION OF SHOP

DRAWINGS.

2. ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE FLORIDA BUILDING CODE, THE AISC CODE, THE ACI BUILDING CODE (ACI 318), THE AMERICAN WELDING SOCIETY CODE (AWS) AND ALL OTHER

APPLICABLE STANDARDS. IN CASES OF CONFLICT, THE MOST STRINGENT SHALL GOVERN.

3. FOR ALL CONSTRUCTION MATERIALS AND METHODS, THE CONTRACTOR IS RESPONSIBLE FOR

TEMPORARY BRACING, BRIDGING, OR SHORING AS REQUIRED FOR SAFETY, STABILITY, AND ALIGNMENT OF THE STRUCTURE. BRACING AND SHORING SHALL BE KEPT IN PLACE UNTIL PERMANENT STRUCTURAL

SUPPORT IS FULLY EFFECTIVE.

4. DELEGATED DESIGN MAY BE REQUIRED FOR A NUMBER OF STRUCTURAL SYSTEMS (I.E. COLD-FORMED METAL FRAMING, TRUSSES, PRECAST CONCRETE, STEEL CONNECTIONS, SOIL SHORING, ETC.). REFER TO

PROJECT SPECIFICATIONS FOR DESIGN CRITERIA AND OTHER PROJECT REQUIREMENTS.

5. REFER TO PROJECT SPECIFICATIONS FOR TESTING, INSPECTION, AND OTHER REQUIREMENTS.

6. A SPECIAL INSPECTION PROGRAM HAS BEEN DEVELOPED IN ACCORDANCE WITH BUILDING CODE

REQUIREMENTS. REFER TO PROJECT SPECIFICATIONS FOR SPECIAL INSPECTION REQUIREMENTS.

1. FOUNDATIONS ARE DESIGNED BASED ON ASSUMED SOIL BEARING CONDITIONS. CONTRACTOR WILL BE RESPONSIBLE TO ENSURE SOIL BEARING CONDITIONS HAVE BEEN ACHIEVED. REFER TO SPECIFICATIONS

FOR SPECIAL INSPECTION REQUIREMENTS.

A. ALLOWABLE SOIL BEARING CAPACITY: 2,000 PSF

B. MODULUS OF SUBGRADE REACTION: 100 PCI

2. EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN NOT LESS THAN 1 FEET BELOW FINISHED EXTERIOR

GRADE.

3. COMPACT FOUNDATION SUBGRADES TO A MINIMUM OF 98% MODIFIED PROCTOR DENSITY AT OPTIMUM

MOISTURE CONTENT.

4. THE SUB-BASE FOR THE SLABS ON GRADE IS TO BE PLACED AND COMPACTED TO A MINIMUM OF 95%

MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT.

1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS FOR

CONCRETE MASONRY STRUCTURES" (ACI-530) AND SPECIFICATIONS (ACI 530.1).

2. CONCRETE MASONRY MATERIALS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:

A. HOLLOW CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, TYPE I, WITH A MINIMUM

NET COMPRESSIVE STRENGTH OF 2800 PSI.

B. TYPE S MORTAR (ABOVE GRADE) AND TYPE M MORTAR (BELOW GRADE) FOR REINFORCED

MASONRY, IN ACCORDANCE WITH ASTM C270, WITH A MINIMUM 28 DAY COMPRESSIVE

STRENGTH OF 1800 PSI.

C. GROUT FOR REINFORCED MASONRY, IN ACCORDANCE WITH ASTM C476, WITH A MINIMUM 28

DAY COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SOLID ALL BOND BEAMS AND CORES WITH

VERTICAL REINFORCING.

D. THE MASONRY SYSTEM HAS BEEN DESIGNED FOR A MINIMUM 28-DAY COMPRESSIVE

STRENGTH (F’m) OF 2000 PSI.

3. PROVIDE REINFORCING BARS CONFORMING TO ASTM A615, GRADE 60. PROVIDE CONTINUOUS 9-GAGE

HORIZONTAL JOINT REINFORCING AT 16 INCHES VERTICAL SPACING.

4. BRACE THE TOPS OF ALL WALLS TO THE STRUCTURE FOR LATERAL STABILITY.

1. CONCRETE SHALL BE NORMAL WEIGHT (UON) AND HAVE THE FOLLOWING MINIMUM COMPRESSIVE

STRENGTH AT 28 DAYS:

A. FOOTINGS 4000 PSI

B. INTERIOR SLABS ON GRADE 4000 PSI

C. EXTERIOR SLABS ON GRADE 5000 PSI

2. ALL BAR REINFORCEMENT SHALL CONFORM TO ASTM 615, GRADE 60. WELDED WIRE FABRIC

REINFORCEMENT SHALL CONFORM TO ASTM A1065.

3. ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI-315), AND BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE (ACI-318).

4. CONDUITS IN CONCRETE SLABS SHALL BE SPACED SUCH THAT THE CENTER TO CENTER DISTANCE BETWEEN CONDUITS IS A MINIMUM OF THREE TIMES THE OUTSIDE DIAMETER OF THE LARGEST CONDUIT.

CONDUITS HAVING OUTSIDE DIAMETER LARGER THAN ONE THIRD OF THE SLAB THICKNESS SHALL NOT BE PERMITTED. CONDUITS THAT CROSS EACH OTHER IN THE SLAB SHALL NOT CONSUME MORE THAN ONE

THIRD OF THE SLAB THICKNESS AT THE POINT OF INTERSECTION.

5. ALUMINUM CONDUITS ARE NOT PERMITTED IN CONCRETE ELEMENTS.

1. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE AISC SPECIFICATIONS

AND CODES, LATEST EDITIONS.

2. PERFORM ALL WELDING USING QUALIFIED WELDERS AND IN ACCORDANCE WITH THE AWS "STRUCTURAL

WELDING CODE - STEEL", LATEST EDITION.

3. ALL STRUCTURAL STEEL SHALL BE NEW STEEL WHICH CONFORMS TO ASTM WITH THE FOLLOWING MINIMUM FOR YIELD STRESS (Fy):

A. TUBULAR SHAPES 50 KSI, ASTM A500, GRADE C

B. ROUND SHAPES 36 KSI, ASTM A53, GRADE B

C. ALL OTHER STEEL 36 KSI, ASTM A36

D. HIGH STRENGTH BOLTS ASTM A325 OR A490

E. ANCHOR BOLTS 36 KSI OR 55 KSI, ASTM F1554

F. WELDING ELECTRODE E70XX

G. METAL DECK WELDING ELECTRODE E60XX MIN.

4. FOR CONNECTIONS TO THE EXISTING STRUCTURE, THE CONTRACTOR SHALL MAKE ALL NECESSARY MEASUREMENTS AND COORDINATE DETAILS WITH THE EXISTING CONDITIONS, PRIOR TO PREPARATION

OF SHOP DRAWINGS.

1. FABRICATE METAL DECKING FROM STEEL, WHICH CONFORMS TO ASTM A653, HAVING A MINIMUM YIELD STRENGTH OF 33 KSI. HOT DIP GALVANIZE ROOF DECK TO G90 REQUIREMENTS AND ALL OTHER METAL

DECK TO G60 REQUIREMENTS.

2. FASTEN ROOF DECKING AT 12 INCHES MAXIMUM ON CENTER TO THE SUPPORTING STEEL WITH A 5/8-INCH

DIAMETER WELD. WELD SIDE LAPS AT 12 INCHES MAXIMUM ON CENTER.

3. SEE SPECIFICATIONS AND APPROVED SHOP DRAWING FOR ADDITIONAL FLOOR AND ROOF DECK

FASTENING REQUIREMENTS.

1. DELEGATED DESIGN ITEMS SHALL BE DESIGNED, INCLUDING A COMPREHENSIVE ENGINEERING ANALYSIS, BY A QUALIFIED PROFESSIONAL ENGINEER USING PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA

INDICATED IN THE DRAWINGS, PROJECT SPECIFICATIONS, AND APPLICABLE CODES.

2. BUILDING SYSTEMS AND COMPONENTS DESIGNATED AS DELEGATED DESIGN, AS INDICATED IN THE

PROJECT SPECIFICATIONS, INCLUDE BUT ARE NOT LIMITED TO:

A. ROOF PLANK SHORING

B. EXISTING MASONRY WALL SHORING

C. CONNECTIONS AND SUPPORT FOR ALL M.E.P. EQUIPMENT & PROCESSING COMPONENTS. MAJOR

COMPONENTS INCLUDE BUT ARE NOT LIMITED TO:

1. ROOF TOP UNIT CURBS

2. HVAC UNITS

3. EQUIPMENT

WALL COMPONENT AND CLADDING PRESSURES

EFFECTIVE

AREA (SF)

0-10

>500

ZONE: 4 (INTERIOR) ZONE: 5 (CORNER)

POSITIVE NEGATIVE POSITIVE NEGATIVE

44.9 48.7

40.3 44.1

38.3 42.1

36.3 40.1

33.7 37.5

44.9 59.9

40.3 50.7

38.3 46.7

36.3 42.7

33.7 37.5

ROOF COMPONENT AND CLADDING PRESSURES

EFFECTIVE

AREA (SF)

0-10

>500

ZONE: 2 (INTERIOR/EDGE)

POSITIVE NEGATIVE

20.0 103.2

18.7 96.6

17.1 87.8

16.0 81.2

16.0 65.8

ZONE: 3 (CORNER)

POSITIVE NEGATIVE

20.0 140.7

18.7 127.4

17.1 109.8

16.0 96.6

16.0 65.8

ROOF OVERHANG COMPONENT AND CLADDING PRESSURES

NOTES:

1.) ALL PRESSURES SHOWN ARE LRFD/ULTIMATE LEVEL.

MULTIPLY BY 0.6 FOR ASD/SERVICE LEVEL PRESSURES.

2.) MINIMUM PRESSURE = 16 PSF

3.) END ZONE DISTANCE, a = 3FT

EFFECTIVE

AREA (SF)

0-10

>500

ZONE: 2o (INTERIOR/EDGE)

POSITIVE NEGATIVE

-- 103.2

-- 94.4

-- 82.7

-- 73.8

-- 53.3

ZONE: 3o (CORNER)

POSITIVE NEGATIVE

-- 140.7

-- 125.2

-- 104.7

-- 89.2

-- 53.3

MASONRY

F'm = 2000 PSI

BAR

SIZE

SPLICE

LENGTH (IN)

4 17

5 23

6 43

7 58

8 87

NOTES

1. REINFORCING BARS ARE CLASSIFIED AS TOP BARS WHEN MORE THAN 12" OF CONCRETE IS CAST BENEATH RESPECTIVE

REINFORCING BAR

2. "SIDE LAP" ALL LAP SPLICES TO PROVIDE MAXIMUM MOMENT CAPACITY

4000 PSI NORMAL WEIGHT CONCRETE

TENSION

BAR

SIZE

DEV.

LENGTH

(IN)

CLASS B

SPLICE

LENGTH

TOP BAR

DEV.

LENGTH

(IN)

TOP BAR

SPLICE

LENGTH

(IN)

3 15 19 25

4 19 25 33

5 24 31 41

6 29 37 49

7 42 54 71

8 48 62 81

9 54 70 91

10 60 78 101

11 66 85 111

5000 PSI NORMAL WEIGHT CONCRETE

TENSION

BAR

SIZE

DEV.

LENGTH

(IN)

CLASS B

SPLICE

LENGTH

TOP BAR

DEV.

LENGTH

(IN)

TOP BAR

SPLICE

LENGTH

(IN)

3 13 17 22

4 17 23 29

5 22 28 36

6 26 34 44

7 38 49 63

8 43 56 72

9 48 63 81

10 54 69 90

11 59 76 99

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE

ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE

ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO

ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS

PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES.

Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

12" = 1'-0"

STRUCTURAL NOTES AND

ABBREVIATIONS

S001

05/10/24

DJP / MAW

630001

MAW / JDM

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

MATERIAL LEGEND

DESIGN LOADS

DESIGN CODE

2023 FLORIDA BUILDING CODE, BUILDING, EIGHTH EDITION

2023 FLORIDA BUILDING CODE, EXISTING BUILDING, EIGHTH

EDITION

BUILDING RISK CATEGORY II

DEAD LOADS

ROOFING MATERIALS 10 PSF

MATERIAL SELF-WEIGHT VARIES

LIVE LOADS

ROOF LIVE LOAD 20 PSF

GROUND FLOOR 150 PSF

WIND LOAD

ULTIMATE BASIC WIND SPEED (Vult) 150 MPH

ALLOWABLE BASIC WIND SPEED (Vasd) 117 MPH

EXPOSURE CATEGORY C

ULTIMATE STRUCTURAL SYSTEM PRESSURE 50 PSF

ULTIMATE COMPONENT & CLADDING PRESSURE VARIES

SEISMIC LOAD

SEISMIC IMPORTANCE FACTOR (Ie) 1.0

PROJECT LOCATION ZIP CODE 34233

SHORT PERIOD MAPPED ACCELERATION (SS) 0.048

1 SECOND PERIOD MAPPED ACCELERATION (S1) 0.026

SITE CLASS D

SHORT PERIOD DESIGN ACCELERATION (SDS) 0.051

1 SECOND PERIOD DESIGN ACCELERATION (SD1) 0.042

SEISMIC DESIGN CATEGORY A

GENERAL NOTES

FOUNDATION NOTES

CONCRETE MASONRY

CONCRETE & REINFORCING

STRUCTURAL STEEL

METAL DECK

DELEGATED DESIGN

CONCRETE COVER REQUIREMENTS

LOCATION MIN. COVER

CONCRETE CAST AGAINST SOIL 3"

OTHER CONCRETE BELOW GROUND 2"

EXTERIOR EXPOSED CONCRETE SURFACES 2"

INTERIOR EXPOSED CONCRETE SURFACES 1"

COMPONENTS AND CLADDING LOADS

STRUCTURAL COLUMN SCHEDULE

MARK SIZE

ANCHOR ROD BASEPLATE

REMARKSQTY DIA EMBED ASTM No. LENGTH THICK WIDTH ASTM No. DETAIL C-01 HSS8x6x1/2 4 1" 1' - 0" F1554 GR36 1' - 2" 1" 12" A36

COLUMN / POST FOOTING SCHEDULE

MARK

DIMENSIONS

REINFORCING (BOT UON) REMARKSLENGTH WIDTH DEPTH

F-6.0x6.4 6' - 0" 6' - 4" 2' - 0" (7)-#6 EW (T&B)

F-8.0x16.0 16' - 0" 8' - 0" 2' - 0" #6 @ 8" o.c. T&B (SHORT); #6 @ 12" o.c. T&B (LONG)

ABBREVIATIONS

A

A/E Architect/Engineer

AB Anchor Bolt

ACI American Concrete Institute

ADDL Additional

ADH Adhesive

ADJ Adjustable

AFF Above Finished Floor

AIA American Institute Of Architects

AISC American Institute Of Steel Construction

ALT Alternate

ALUM Aluminum

APA American Plywood Association

APPROX Approximate

ARCH Architect / Architectural

ASCE American Society Of Civil Engineers

ASD Allowable Strength Design

ASI Architect's Supplemental Instruction

ASPH Asphalt

ASTM American Society For Testing And Materials

AVG Average

AWPA American Wood Preservers' Association

AWS American Welding Society

B

B PL Base Plate

B/ Bottom Of

B/B Back To Back

BC Bottom Chord

BEV Bevel

BF Braced Frame

BLK Block

BM Bench Mark

BOC Beginning of Curve

BOT Bottom

BRG Bearing

BRG PL Bearing Plate

BTWN Between

C

CANTIL Cantilever

CB Catch Basin

CFMF Cold-Formed Metal Framing

CI Cast Iron

CIP Cast-In-Place

CJ Construction Joint

CJP Complete Joint Penetration

CL Center / Column Line

CLG Ceiling

CLR Clear

CM Construction Manager

CMU Concrete Masonry Unit

CO Cleanout

COL Column

CONC Concrete

CONN. Connection

CONSTR Construction

CONT Continuous

COORD Coordinate

COV Cover

CRSI Concrete Reinforcing Steel Institute

CSI Construction Specifications Institute

CTR Center

CW Concrete Wall

D

DBL Double

DEMO Demolition

DET Detail

DEV Development

DIA Diameter

DIM Dimension

ABBREVIATIONS

L

L Angle

LAD Ladder

LB Pound

LBF/FT Pound-Force Per Foot

LBF/SF Pound-Force Per Square Foot

LBF/SI Pound-Force Per Square Inch

LDFC Low Density Foam Concrete Fill

LF Linear Feet (Foot)

LL Live Load

LLH Long Leg Horizontal

LLV Long Leg Vertical

LOC Location

LONG Longitudinal

LRFD Load and Resistance Factor Design

LSH Long Side Horizontal

LSV Long Side Vertical

LVL Laminated Veneer Lumber

M

MAS Masonry

MATL Material

MAX Maximum

MECH Mechanical

MEP Mechanical / Electrical / Plumbing

MF Moment Frame

MFR Manufacturer

MIN Minimum

MIRR Mirror

MISC Miscellaneous

MO Masonry Opening

MTL Metal

N

N/A Not Applicable

NAVD North American Vertical Datum

NF Near Face

NIC Not In Contract

NS Near Side

NTS Not To Scale

O

O.F. Outside Face

OC On Center

OD Outside Diameter

OH Overhang

OPNG Opening

OPP Opposite

P

PCC PRECAST CONCRETE

PCF Pounds Per Cubic Foot

PCI Precast/Prestressed Concrete Institute

PERF Perforated

PERP Perpendicular

PJP Partial Joint Penetration

PL Plate

PLAT Platform

PLBG Plumbing

PLF Pounds Per Linear Foot

PLYWD Plywood

POI Point of Interconnection

POLY Polyethylene (Plastic)

POT Point of Tangent

PRCST Precast

PRELIM Preliminary

PROJ Projection

PROP Property

PSF Pounds Per Square Foot

PSI Pounds Per Square Inch

PSL Parallel Strand Lumber

PT Pressure Treated

PT CONC Post-Tensioned Concrete

ABBREVIATIONS

DL Dead Load

DP Drilled Pier

DWG Drawing

DWL Dowel

E

EA Each

EE Each End

EF Each Face

EJ Expansion Joint

EL Elevation

ELEC Electric

ELEV Elevator

ENGR Engineer

EOD Edge Of Deck

EOP Edge Of Plate

EOR Engineer Of Record

EOS Edge Of Slab

EQ Equal

EQUIP Equipment

ES Each Side

EST Estimate

EW Each Way

EX Existing

EXP Expansion

EXT Exterior

F

FAB Fabrication

FDN Foundation

FF EL Finish Floor Elevation

FIN Finish

FIN FLR Finish Floor

FLR Floor

FRMG Framing

FRP Fiberglass Reinforced Plastic

FS Far Side

FT Foot / Feet

FTG Footing

G

GA Gage / Gauge

GAL Gallon

GALV Galvanized

GC General Contractor

GLU LAM Glued Laminated Wood

GR BM Grade Beam

H

HCPP Hollow Core Precast Plank

HM Hollow Metal

HORIZ Horizontal

HSS Hollow Structural Steel

HT Height

I

I.F. Inside Face

ID Inside Diameter

INCL Included

INFO Information

INSUL Insulation

INT Interior

INV Invert

J

JT Joint

K

K Kip

KB Knee Brace

KSF Kip Per Square Foot

KSI Kips Per Square Inch

ABBREVIATIONS

PTN Partition

PVC Polyvinyl Chloride (Plastic)

PVMT Pavement

Q

QA Quality Assurance

QC Quality Control

QTY Quantity

R

R Radius

RD Roof Drain

REBAR Reinforcing Steel Bars

REF Reference

REINF Reinforce

REPL Replace

REQD Required

REV Revision

RH Roof Hatch

RO Rough Opening

ROW Right Of Way

RT Right

RTU Roof Top Unit

RV Roof Vent

S

S South

SCHED Schedule

SDI Steel Deck Institute

SECT Section

SF Square Foot (Feet)

SHT Sheet

SIM Similar

SJ Sawcut Joint

SJI Steel Joist Institute

SPEC Specification

SQ Square

SST Stainless Steel

STD. Standard

STIF Stiffener

STL Steel

STRUCT Structural

SURV Survey

SYMM Symmetrical

T

T Tread

T&B Top and Bottom

T/ Top of

T/CONC Top of Concrete

T/FDN Top of Foundation

T/FTG Top of Concrete Footing

T/MAS Top of Masonry

T/STEEL Top of Steel

T/WALL Top of Wall

TBD To Be Determined

TEMP Temporary

THK Thick / Thickness

TYP Typical

U

UL Underwriters Laboratories

UNO Unless Noted Otherwise

V

VAR Varies

VOL Volume

W w/ With

WD Wood

WF Wide Flange

WP Working Point

WT Weight

WWR Welded Wire Reinforcement

STRUCTURAL DRAWING LIST

DWG No. DRAWING TITLE

S001 STRUCTURAL NOTES AND ABBREVIATIONS

S101 FOUNDATION AND FRAMING PLANS

S300 WALL ELEVATIONS AND SECTIONS

S301 TYPICAL DETAILS

CMU REINF. SPLICE LENGTHCONCRETE REINF. BAR SPLICE LENGTH

0 ISSUED FOR PERMIT 05-10-2024

Jacob Mullen Snapshot

A

S300

S300

B

C

D

E.8

E.7

E.6

E.5

5'-7 1/2"

/8

24'-0" ±

C-0

C-0

24'-0" ±

'-0

'-0

'-0

F-8.0x16.0

6" SLAB ON GRADE

6x6 / W2.9xW2.9 W.W.R.

C-0

/4

S300

'-5

/8

'-7

3'-5" ± 3'-3" ±

S300

C-0

F-6.0x6.4

F-6.0x6.4

4 1/2"

S300

SIM

S301

TYP

EXISTING 24" SQ MASONRY COLUMN AND

8'-0"±x5'-0"± x2'-0"± THICK CONCRETE

FOOTING. TYPICAL OF 5 LOCATIONS

S J

SJ

SJ

S J

S J

S J

SJ

S301

S301

(2)-#4 ADD'L REINF

@ DOORS TYPICAL

2-#4x4'-0" RE-ENTRANT

BAR TYPICAL @ RE-

ENTRANT CORNERS

S J

SJ

S J

SJ

S J

SJ

SJ

SJ

S301

S301

EXISTING 8" CMU

WALL WITH CONC

FOOTING

6" SLAB-ON-GRADE w/ 6x6 / W2.9xW2.9 W.W.R., COORD

DIMENSIONS AND GRADING

w/ ARCH DWGs

6" SLAB-ON-GRADE w/ 6x6 / W2.9xW2.9 W.W.R., COORD

DIMENSIONS AND GRADING

w/ ARCH DWGs

C O

O R

D w

/ A R

C H

'L

5' - 4 1/2"

A

S300

S300

B

C

D

E.8

E.7

E.6

E.5

H S

S x6 x1

/2 H

S S x6 x1 /2

H S

S x6 x1

/2

HSS8x6x1/2

HSS8x6x1/2

5'-7 1/2"

/8

24'-0" ±

24'-0" ±

'-0

'-0

'-0

RD-01

HSS8x6x1/2

HSS8x6x1/2

S300 eW -0 eW-08 eW -0 eW-08

5'-7 1/2"

H S

S x6 x1

/2

H S

S x6 x1

/2 H

S S x6 x1 /2

H S

S x6 x1

/2 H

S S x6 x1 /2

H S

S x6 x1

/2

EQ EQ

S300

S300

E O

D

/2

EOD

4 1/2"

/2 "E

O D

C O

O R

D w

/ A R

C H

'L

4 1/2"

EOD

4"

1. TOP OF SLAB ELEVATION = +0'-6"; MATCH EXISTING SLAB-ON-GRADE ELEVATIONS.

UNLESS OTHERWISE NOTED AS T/SLAB:+ OR - FROM TOP OF SLAB ELEVATION.

COORDINATE w/ ARCH DRAWINGS FOR EXTERIOR SLAB DIMENSIONS AND SLOPES.

TOP FOOTINGS = -1'-4" BELOW TOP OF SLAB ELEVATION UNLESS OTHERWISE NOTED.

UNLESS OTHERWISE NOTED AS T/FTG +/- FROM TOP OF SLAB ELEVATION.

SEE PLAN AND SCHEDULES FOR SIZE, LOCATION AND REINFORCING.

2. ALL SLAB AS INDICATED ON PLAN

SJ INDICATES SAWCUT JOINT, SEE DETAIL XXX

FJ INDICATES FORMED JOINT, SEE DETAIL XXX

CONTRACTOR IS TO DETERMINE LOCATION OF ALL FORMED JOINTS.

3. COORDINATE ALL DOOR LOCATIONS AND SIZES w/ ARCH DRAWINGS AND DETAIL XXX .

4. COORDINATE w/ ARCH DRAWINGS FOR EXISTING SLAB DEMOLITION LOCATIONS AND DIMENSIONS. COORDINATE ALL NEW SLAB DIMENSIONS AND GRADING w/ ARCH DRAWINGS AND DETAILS

ON S300 AND S301.

5. INDICATES APPROXIMATE EXTENT OF PAVEMENT REMOVAL AND RESTORATION. VERIFY EXTENTS OF EXISTING PAVEMENT REPAIRS IN THE FIELD AS REQUIRED FOR NEW CONSTRUCTION. MINIMUM REQUIREMENTS FOR ASPHALT AND CONCRETE REPAIRS ARE AS FOLLOWS:

A. STANDARD DUTY PAVEMENT SECTIONS (ASPHALT):

a. 1.5" TYPE SP-9.5 ASPHALTIC CONCRETE STRUCTURAL COURSE.

b. 8" BASE DOUBLE COURSE LIMEROCK BASE (LBR 100) MAX 6" LIFTS w/ 98% COMPACTION DENSITY.

c. 12" STABILIZED SUBGRADE (LBR 40) 98% COMPACTED DENSITY.

B. TYPICAL CONCRETE PAVEMENT SECTION:

a. 8" CONCRETE SLAB-ON-GRADE w/ 4x4 - W4.0xW4.0 W.W.R. AT TOP AND BOTTOM.

b. 12" STABILIZED SUBGRADE (LBR 40) 98% COMPACTED DENSITY.

c. SAWCUT JOINTS AT 12'-0" o.c. MAXIMUM.

2/S301 3/S301

6/S301

1. TOP OF SLAB ELEVATION = +0'-6" = MATCH EXISTING BUILDING TOP OF SLAB ELEVATION.

UNLESS OTHERWISE NOTED AS T/SLAB:+ OR - FROM TOP OF SLAB ELEVATION.

2. TOP OF STEEL ELEVATION = +10'-6" ABOVE FINISHED FLOOR ELEVATION.

UNLESS OTHERWISE NOTED AS (+ OR -) BELOW TOP OF STEEL ELEVATION.

3. INDICATES SPAN DIRECTION OF 1-1/2"x18 GA TYPE B METAL ROOF DECK

SEE SCHEDULE FOR TOTAL DEPTH, REINFORCING AND DECK INFORMATION.

4. INDICATES DECK PENETRATION, SEE DETAIL XXX

5. FOR COLUMN SCHEDULE AND BASEPLATE DETAILS, SEE DWG S001

6. ALL STRUCTURAL STEEL FRAMING AND COMPONENTS TO BE FINISHED WITH A HIGH-PERFORMANCE COATING. SEE SPECIFICATIONS FOR REQUIREMENTS.

RD-01

13/S301

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE

ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE

ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO

ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS

PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES.

Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

As indicated

FOUNDATION AND FRAMING

PLANS

S101

05/10/24

DJP / MAW

630001

MAW / JDM

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

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

FOUNDATION PLAN

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

ROOF FRAMING PLAN

0 ISSUED FOR PERMIT 05-10-2024

DATUM EL.

EL. +0' - 0"±

B/PARAPET

EL. +14' - 0"±

T/PARAPET

EL. +20' - 6"±

T/SLAB

EL. +0' - 6"

T/EXIST FTG

EL. -2' - 4"±

NEW 8" CMU GROUTED SOLID.

TOOTH IN NEW MASONRY WITH

EXISTING TO MAINTAIN

RUNNING BOND, TYP.

EXISTING PARAPET

EXISTING ROOF

PLANK BEYOND

EXISTING FOOTING

w / A

R C

H 'L

C O

O R

D

#6 BAR; BREAK-OUT EXISTING

END SHELL FOR BAR

INSTALLATION. GROUT

EXISTING CELL SOLID

w/ ARCH'L

COORD

2' - 8" MIN.

#6 DOWEL AT EA VERT BAR,

w/ 8" MIN. EMBED ADHESIVE

ANCHOR TO EXISTING

CONCRETE (TYP)

1' - 8" MIN.

STANDARD HOOKS AT

END OF HORIZ BARS

#6 BAR @ 8" o.c. AT

ENDS OF WALL

#6 BAR @ 16" o.c. UNLESS

NOTED OTHERWISE

12' - 4" ±

COORD w/ ARCH'L

DATUM EL.

EL. +0' - 0"±

B/PARAPET

EL. +14' - 0"±

T/PARAPET

EL. +20' - 6"±

PLANK BRG

EL. +16' - 6"±

T/EXIST FTG

EL. -2' - 4"±

EXISTING PARAPET

EXISTING 8" CMU WALL TO

BE DEMOLISHED

TOOTH MASONRY ALONG

EXISTING WALL TO REMAIN

EXISTING ROOF

PLANK BEYOND

12' - 4" ±

COORD w/ ARCH'L

EXISTING FOOTING TO REMAIN

DEMOLISH EXISTING 8"

CMU WALL TO EXISTING

FOOTING, CUT EXISTING

REBAR AS REQ'D

EXISTING

REINFORCEMENT

@32"o.c. ±

1. EXISTING MASONRY WALL IS A LOAD BEARING WALL. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL INSTALL TEMPORARY BRACING AND SHORING AS REQUIRED FOR SAFETY, STABILITY, AND ALIGNMENT OF THE STRUCTURE. CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF FLORIDA, TO DEVELOP A MASONRY WALL SHORING PLAN.

2. BRACING AND SHORING SHALL BE KEPT IN PLACE UNTIL PERMANENT STRUCTURAL SUPPORT IS FULLY EFFECTIVE. ALL SHORING REQUIREMENTS ARE MEANS AND METHODS, SOLELY RESPONSIBLE BY THE

CONTRACTOR.

3. DEMOLITION AND CONSTRUCTION WORK SHALL BE EXECUTED IN A SAFE, CAREFUL AND ORDERLY MANNER, WITH THE LEAST POSSIBLE NOISE, DUST AND DISTURBANCE TO THE OWNER. CONTRACTOR

SHALL COORDINATE CONSTRUCTION SEQUENCING WITH THE OWNER SO AS NOT TO DISRUPT THE

OWNER’S OPERATIONS.

4. CONTRACTOR SHALL PROTECT EXISTING BUILDING CONSTRUCTION AND EQUIPMENT SCHEDULED TO

REMAIN. COORDINATE DEMOLITION WITH THE DRAWINGS. REMOVE FROM PROJECT SITE ALL

DEMOLISHED MATERIALS NOT INDICATED TO BE SALVAGED. ALL DEMOLISHED MATERIALS BECOME THE

PROPERTY OF THE CONTRACTOR WHO SHALL LEGALLY DISPOSE OF SUCH MATERIALS.

5. FOR ALL REMOVALS, THE CONTRACTOR SHALL PATCH REMAINING SURFACES AS REQUIRED TO MATCH EXISTING ADJACENT SURFACES. CONTRACTORS SHALL PROTECT EXISTING CONDITIONS AND REPAIR

ALL DAMAGED AREAS PROMPTLY TO ITS ORIGINAL CONDITION.

DATUM EL.

EL. +0' - 0"±

T/O STEEL

EL. +10' - 6"

B/PARAPET

EL. +14' - 0"±

T/PARAPET

EL. +20' - 6"±

T/SLAB

EL. +0' - 6"

T/EXIST FTG

EL. -2' - 4"±

S300

S300

T/O NEW FTG

EL. -1' - 4"

S300

DATUM EL.

EL. +0' - 0"±

1 2

T/SLAB

EL. +0' - 6"

T/EXIST FTG

EL. -2' - 4"±

T/O NEW FTG

EL. -1' - 4"

5' - 0"3' - 0"

EXISTING

MASONRY WALL

NEW 8" CMU WALL GROUT SOLID

w/ #6@16"o.c., SEE PLAN

#6 DOWEL, 60"x12" LEGS AT 16" o.c.

EXISTING

FOOTING, V.I.F.

6" SLAB-ON-GRADE,

SEE PLAN

NEW FOUNDATION, SEE PLAN

AND SCHEDULE FOR

REINFORCEMENT

EXISTING SLAB

ON GRADE, V.I.F.

8" DIA., SCH 40 PIPE BOLLARD.

COORD. LOCATIONS w/ ARCH DWGs

SEE S300 DETAILS

T E

N S

IO

N

S P

L

IC

E T

E N

S

IO

N S

P L

IC

E

1' - 0"

THICKENED SLAB

AT SLAB EDGE, TYP

JOINT MATERIAL w/

SEALANT, TYP

EXISTING

FOOTING, V.I.F.

95% COMPACTED

STRUCTURAL FILL

PROOF-ROLLED AND

APPROVED SUBGRADE

AS DETERMINED BY

SOILS TESTING AGENCY

T/O STEEL

EL. +10' - 6"

B/PARAPET

EL. +14' - 0"±

PLANK BRG

EL. +16' - 6"±

EXISTING ROOF

PLANK

EXISTING CONC

PARAPET

1"EXP. JOINT

3/16 3-12

3/16 3-12

1/4" BENT PL

NEW 8" CMU WALL GROUT

SOLID w/ #6@16"o.c., (2) BOND BEAMS AT BOT w/ (2)-#6 CONT

#6 DOWEL @ 16" o.c. w/ 8" MIN

EMBED ADHESIVE ANCHOR

TO EXISTING PARAPET BEAM

BOND BEAM NEAR

TOP w/ (2)-#6 CONT

4" E.O.D.

T E

N S

IO

N

S P

L

IC

E

4 1/2"

T/O STEEL

EL. +10' - 6"

1/4" BENT PL

3/16 3-12

3/16 3-12

METAL ROOF DECK

8" BOND BEAM

w/ (2)-#6 CONT

E.O.D. SEE PLAN

1/2" COMPRESSIBLE

MATERIAL AT TOP OF CMU

AND UNDERSIDE OF METAL

ROOF DECK

8" CMU SOLID GROUT

w/ #6 BAR @ 16" o.c.

9-GAGE HORIZ JOINT

REINF. @ 16" o.c.

1 13

T/SLAB

EL. +0' - 6"

T/EXIST FTG

EL. -2' - 4"±

3' - 0"3' - 4"

FOOTING, SEE SCHEDULE

1/2" JOINT MATERIAL w/

SEALANT AT EXISTING COL

EXISTING COL

BASEPLATE AND ANCHORS,

SEE SCHEDULE

EXISTING FOOTING

6' - 0"

6" EXTERIOR SLAB

ON GRADE, SEE

8" DIA., SCH 40 PIPE BOLLARD.

COORD. LOCATIONS w/ ARCH DWGs

SEE S300 DETAILS 5/ S301

6" EXTERIOR SLAB

ON GRADE, SEE

PROOF-ROLLED AND

APPROVED SUBGRADE

AS DETERMINED BY

SOILS TESTING AGENCY

95% COMPACTED

STRUCTURAL FILL

3/8

MITER CUT

HSS @ 45°

60°

SEE PLAN

5' - 7 1/2"

SEE PLAN

HSS COL, SEE PLAN

HSS BEAM, SEE PLAN (TYP)

1/4" BENT PL. CONT

1 2

HSS CAP

PL. (TYP)

1/4

2-SIDES1-1/2" METAL

ROOF DECK

HSS BEAM

1/4 T&B

CL BM

TYPICAL BEAM TO BEAM

TYPICAL BEAM TO COL

HSS COL w/

CLOSURE PL.

1/4

HSS BEAM

SEE TYPICAL BEAM

TO BEAM DETAIL

SEE TYPICAL BEAM

TO COL DETAIL

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE

ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE

ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO

ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS

PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES.

Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

As indicated

WALL ELEVATIONS AND

SECTIONS

S300

05/10/24

DJP / MAW

630001

MAW / JDM

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

SCALE: 3/16" = 1'-0"

ELEVATION AT NEW CMU WALL

SCALE: 3/16" = 1'-0"

ELEVATION AT CMU WALL DEMOLITION

DEMOLITION AND SHORING NOTES:

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

BUILDING SECTION

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

SECTION AT FOUNDATION

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

FRAMING SECTION

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

FRAMING SECTION

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

FOUNDATION SECTION

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

TYPICAL CANOPY FRAME DETAILS

0 ISSUED FOR PERMIT 05-10-2024

SLAB SUB BASE

VAPOR RETARDER

WELDED WIRE REINF. (W.W.R.)

IN FLAT SHEETS (12" MIN. LAP)

GEOTEXTILE FABRIC

APPROVED SUBGRADE

M

IN

T H

IC

K

"D

S

LA

B

C V

R "D

NOTES:

1. MAXIMUM JOINT SPACING (FEET) = 3 x "D" ON CENTER

2. SAWCUT JOINT WITHIN 18 HOURS AFTER CONCRETE PLACEMENT

3. SEE TYPICAL SLAB ON GRADE DETAIL FOR ADD'L INFORMATION NOT

SHOWN

WELDED WIRE REINF (W.W.R.)

SAWCUT JOINT, FILL w/

JOINT MATERIAL AND SEALANT

D E

P T

H

"D

JO

IN

T

C V

R "D

T H

IC

K

"D

S

LA

B

WELDED WIRE REINF. (W.W.R.)1/8" CHAMFER, EA. SIDE. FILL w/

JOINT MATERIAL AND SEALANT

3/4" DIA. x 1'-6" LONG, SMOOTH DOWEL @ 12"o.c., GREASE &

WRAP ONE END IN PLASTIC

T H

IC

K

"D

S

LA

B

EQ EQ

"D

NOTES:

1. SEE TYPICAL SLAB ON GRADE DETAIL FOR

ADD'L INFORMATION NOT SHOWN

OPNG

IF LESS THAN 6'-0"

GROUT C.M.U. SOLID

BETWEEN OPNGs

UP TO 8'-0" MAX.

'W'

WALL REINF. WITHIN 8" OF

WALL END, CORNER OF

MOVEMENT JOINT

BOND BEAM SILL w/ REINF

BOND BEAM LINTEL w/ REINF

TYP EA. SIDE OF OPNG

WALL REINF > 32"o.c.

DOUBLE VERT WALL REINF

WALL REINF < 32"o.c.:

TRIPLE VERT REINF

NOTES:

1. FOR BOND BEAM REINF. SIZE AND QTY, SEE TYPICAL BOND BEAM DETAIL

2. GROUT CORES SOLID AT ALL REINFORCING

3. NO CONCENTRATED LOADS WITHIN W/2 ABOVE OPENING

4. COORDINATE ALL OPENING SIZES AND LOCATIONS WITH ALL OTHER DISCIPLINE DRAWINGS

5. COORDINATE LOCATION OF ALL WALL JOINTS WITH ARCHITECTURAL DRAWINGS.

OPNG

CONT. BOND BEAM AT PARAPET

/ FLOOR LINE / ROOF LINE

DWL's INTO FDN

WALL, MATCH VERT

REINF (TYP)

UPTO 8'-0" MAX.

'W'

L E

N G

T H

S P

L

IC

E

(TYP)

DEV

LENGTH

(T Y

P

D E

V

L E

N G

T H

(TYP)

DEV

LENGTH

HOOKED BAR WHERE DEV

LENGTH NOT ACHIEVED

CORNER BARS TO MATCH

BOND BEAM REINF (TYP)

BOND BEAM REINF

AT MASONRY INTERSECTION AT MASONRY CORNER

PLAN VIEW

SECTIONAL VIEW

NOTE:

COORDINATE w/ PLANS, OPENINGS

AND MASONRY CONTROL JOINTS.

L E

N G

T H

D E

V

STD. HOOK (TYP)

2-#4 CONT "W" = 6"

2-#5 CONT "W" = 8" AND 10"

2-#6 CONT "W" = 12"

GROUT CORES SOLID

PLAN

"W"

SEE

BOND BEAM BLOCK

w/ BREAKOUT WEB

NOTE:

1. FOR LINTELS NOT SPECIFICALLY DETAILED.

2. MASONRY LINTELS SHALL NOT BE INTERRUPTED BY MASONRY CONTROL JOINTS.

3. NO MASONRY CONTROL JOINTS WITHIN 2'-0" OF WALL OPENING

4. SEE PLANS FOR LOCATIONS AND SIZES OF ALL MASONRY OPENINGS, COORD.

WITH ARCH'L DWGs

M A

X

MASONRY

OPNG

DEPTH

"W"

6" 8" 10" 12"

<6'-0" 8" 2-#4 2-#4 2-#5 2-#6

COV

1/2" MIN

"W"

SEE PLAN

G R

O U

T E

D

D E

P T

H F

U L

L Y

"U" SHAPED

MASONRY LINTEL

BLOCK

2' - 0"

1' - 0" 1' - 0"

/2

DOME CONCRETE TOP

8" DIA, SCH 40 PIPE BOLLARD.

FILLED w/ CONC AND PAINTED

"SAFETY YELLOW"

JOINT MATERIAL

w/ SEALANT

CONC SLAB / PVMT

CONC ENCASEMENT

" 1

8" DIA, SCH 40 PIPE BOLLARD.

FILLED w/ CONC AND PAINTED

"SAFETY YELLOW"

DOME CONCRETE TOP

BUILDING FOOTING

3/4" BASE PL. w (4) 3/4" DIA.

ADHESIVE ANCHORS

(6 5/8" MIN. EMBED)

CONC SLAB / PVMT

JOINT MATERIAL w/ SEALANT

CONC ENCASEMENT

T/FOOTING

EL. SEE PLAN

TYPICAL BOLLARD TYPICAL BOLLARD AT BUILDING FOOTING

TAPER CONC

NOTES:

1. GRIND ALL EDGES AND WELDS

SMOOTH

2. GALVANIZE BOLLARDS AFTER

ASSEMBLY

1' - 0"

EQ EQ

E Q

E Q

1/4

TYP

1 1/2"

BOLLARD BASE PLATE

TAPER CONC

1' - 0" 1' - 0"

/2

DRILL AND EPOXY

GROUT #3@18"o.c.

x 18" LG DWL (TYP)

EMBED (TYP)

6" MIN

EXIST CONC SLAB

ON GRADE

E X

IS

T

M A

T C

H

M

IN

NATIVE SOIL

D /2

2-#4 ADD'L.

REINF., SEE PLAN

#4 BENT DWL

@ 12"o.c.

4'-0"

NOTE:

1. COORD. OPENING LOCATIONS & SLAB

REQUIREMENTS / CONNECTIONS w/ ARCH'L DWG's

2-#4 ADD'L

REINF, SEE

PLAN

#4@12"o.c.

x4'-0" LONG

SLAB JOINT AT FOUNDATION WALL

FULL SLAB OVER TOP FOUNDATION WALL

EQ EQ

E M

B E

D

" 2

P

LA

N "D

S

E E

JT MATERIAL

w/ SEALANT

T/ SLAB

EL. SEE PLAN

E M

B E

D

" P

LA

N "D

S

E E

T/ SLAB

EL. SEE PLAN

CL JOINT

DECK PENETRATION (DIM x DIM)

REINFORCING PL.

AS REQ'D.

#10 SCREW, FASTEN

REINF. PL. TO DECK @6"o.c.

MIN.

NOTE:

LIMITED TO ONE PENETRATION PER DECK SHEET/DECK SPAN, A GROUP OF

PENETRATIONS CLOSE TOGETHER REQUIRES A FRAMED OPENING SEE TYPICAL DETAIL.

METAL DECK PENETRATION SCHEDULE

DIM <6" NO REINFORCING

6" < DIM < 13"

DIM >13"

16ga. PL. (MIN.)

SEE DETAIL

6" M

IN

1 RIB

MIN.

SIZE OPNG REINFORCING

CL

CL

CL

PERIMETER

SUPPORT

STEEL

INTERIOR

SUPPORT

STEEL

INTERIOR

SUPPORT

STEEL

DECK PANEL

3'-0" WIDE

D E

C K

S

P A

N

NOTES:

1. FASTEN DECK EDGES AT 6" o.c. ALONG PERIMETER SUPPORT STEEL

2. FASTEN DECK AT 12"o.c. ALONG INTERIOR SUPPORT STEEL

3. FASTEN DECK SIDELAPS AT 12"o.c.

4. SEE SPECIFICATIONS FOR DECK AND FASTENER REQUIREMENTS

SEE NOTE 3

SEE NOTE 2

SEE NOTE 1

6'-0" MAX.

STRUCT. MEMBERS

6'-0" MAX.

STRUCT. MEMBERS

2'-0" MAX

'-0

M A

X

'-0

M

A X

L4x4x1/4

L4x4x1/4

L4 x4 x1 /4

L4 x4 x1 /4

SPAN OF DECK

L4x4x3/8

L4x4x3/8

L4 x4 x3 /8

L4 x4 x3 /8

STRUCT. MEMBER

WF BEAM OR JOIST

SEAT ANGLE

L4x4x3/8

(TYP)

FOR OPENINGS

2'-0" SQUARE MAXIMUM

FOR OPENINGS

2'-0" UP TO 6'-0" MAXIMUM

NOTE:

COORDINATE EXACT OPENING SIZE AND LOCATION WITH ACTUAL EQUIPMENT USED AND

WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND CONTRACTORS

SPAN OF DECK

/8

1/8

1/8 3/16

MASONRY

OPENING

(M.O.) 4" WALL

3'-0" L3-1/2x3-1/2x1/4

4'-0" L4x3-1/2x1/4

6'-0" L5x3-1/2x5/16

MASONRY WALL THICKNESS

NOTES:

1. FOR LINTELS NOT SPECIFICALLY DETAILED IN EXISTING WALLS.

2. LINTELS IN EXTERIOR WALLS SHALL BE HOT-DIPPED GALVANIZED.

3. ANGLES SHALL BE LONG LEG VERTICAL UNLESS NOTED OTHERWISE

4. BEARING LENGTH AT EACH END SHALL BE 8" MINIMUM.

5. LINTELS IN EXTERIOR WALLS SHALL HAVE A MINIMUM THICKNESS OF 5/16".

6. COORDINATE EXACT SIZE, LOCATION AND QUANTITY WITH ARCHITECTURAL,

MECHANICAL AND ELECTRICAL DWG's.

8" WALL

(2) L3-1/2x3-1/2x1/4

(2) L4x3-1/2x1/4

(2) L5x3-1/2x5/16

1/2" RADIUS

SITE PAVEMENT

1/2" JOINT MATERIAL

w/ SEALANT

6" CONCRETE SITE-SLAB w/ 6x6- W2.9xW2.9 WWR, COORD w/ ARCH

FOR LOCATIONS

#4 @ 16" o.c.

12"

24"

(2)-#4 CONT.

V A

R

IE

S

M

A X

M

IN

95% COMPACTED

STRUCTURAL FILL

NOTE: REFER TO ARCHITECTURAL PLANS FOR

SLAB LOCATIONS, GRADING, AND DIMENSIONS

NATIVE SOILS

L

W

EQ EQ

TYP

1 1/2"

T Y

P

/2

3/8" LEVELING PLATE

ON 1 1/8" MIN NON-

SHRINK GROUT

COLUMN, SEE

SCHEDULE FOR SIZE

TOP OF PIER / FTG.

HEAVY HEX HEADED ANCHOR

RODS (TYP), SEE SCHED. FOR

QUANTITY AND SIZE

PLAN VIEW

SECTIONAL VIEW

CL COL. & BASE

PL.

CL COL. & BASE

PL.

5/16

L E

N G

T H

E M

B E

D

WELDED PL. WASHER

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE

ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE

ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO

ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS

PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES.

Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

As indicated

TYPICAL DETAILS

S301

05/10/24

DJP / MAW

630001

MAW / JDM

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

NOT TO SCALE

TYPICAL SLAB DETAIL

NOT TO SCALE

TYPICAL SAWCUT JOINT (SJ)

NOT TO SCALE

TYPICAL FORMED JOINT (FJ)

NOT TO SCALE

ADDITIONAL CMU WALL REINFORCING

NOT TO SCALE

TYPICAL BOND BEAM

NOT TO SCALE

TYPICAL MASONRY LINTEL

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

BOLLARD DETAILS

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

NEW TO EXISTING SLAB CONNECTION

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

TYPICAL MASONRY WALL AT DOOR OPENING

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

METAL DECK PENETRATION

SCALE: 3/16" = 1'-0"

ROOF DECK FASTENER PATTERN

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

TYPICAL METAL DECK PENETRATION AT ROOF DECK

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

LOOSE LINTEL SCHEDULE

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

SECTION AT SIDEWALK CURB

NOT TO SCALE

TYPICAL SLAB DETAIL

0 ISSUED FOR PERMIT 05-10-2024

TYP FIXTURE MOUNTING HEIGHTS:

HAND

DRYER

(HD)

PAPER

TOWEL

DISPENSER

(PTD)

SOAP

DISPENSER

(SD)MIRROR

LAV.

M A

X

R

IM

M A

X

C O

N T

R O

LS

/3

"M

A X

"M A

X

/3

2"

GRAB

BAR(GB)

M

A X

COAT HOOK

(CH)

FINISHED FLOOR

SEAT WALL

3"MAXMAX

1 1/2"

30"MIN

TOWEL

PIN (TP)

60"MIN

GRAB

BARS

(GB)

*SEE PLAN FOR ACTUAL DIMENSIONS

CONTROL WALL

2 1/2" MAX

ROLL- IN SHOWER ACCESSORIES

GRAB

BARS

(GB)

SIDE WALL

30"MIN

FOLDING

SHOWER

SEAT (FSS)

FOLDING

SHOWER SEAT

(FSS)M

IN

16"MIN

27"MAX

"M

IN

"M A

X

CONTROLS,

FAUCETS AND

SHOWER

SPRAY

M

A X

"M

IN

4" MAX

M

IN

"M

A X

3"

-3 6"

6"MAX

ALIGN GB W/

EDGE OF FSS

15"-16 1/8"

6"MAX

SHELVING

ACCESSIBLE AND AMBULATORY WATER CLOSET*

*REAR WALL GRAB BAR NOT REQUIRED IN AMBULATORY COMPARTMENT

TRANSFER

SIDE

GRAB

BARS

(GB)

MIN

36"

MIN

24"

MIN

12"

C H

IL

D

16"-18"

A D

U L

T

GRAB

BARS

(GB)

TOILET PAPER

HOLDER (TPH)MAX

12"

MIN

42"

M

IN

/2

A D

U L

T

A D

U L

T

7" -1

9"

C H

IL

D

ADULT

39"- 41" CL

A D

U L

T

27"HX30"W MIN KNEE CLEARANCE

AT FRONT EDGE

9"HX11"D MIN KNEE CLEARANCE

DEPTH, FRONT OF LAV TO TRAP

(8"H WHEN 27"D MIN) THE DIP OF

THE OVERFLOW SHALL NOT BE

CONSIDERED

24"HX30"W MIN KNEE CLEARANCE

AT FRONT EDGE

KEYNOTES:

1. DIMENSIONS FROM THE

FINISHED FLOOR SHALL BE

TAKEN FROM THE LEADING

EDGE/FACE SHOWN TO

ACCOUNT FOR SLOPE IN FLOOR

2. WATER CLOSET HEIGHT IS TO

BE MEASURED FROM TOP OF

SEAT, SEATS SHALL NOT BE

SPRUNG TO RETURN TO THE

LIFTED POSITION

GENERAL NOTES:

M

A X

11" MAX

CL

KNEE CLEARANCE

"M

IN

MIN.

8"

MIN.

11"

MAX.

6"

M

IN

/3

"M

A X

WALL HUNG

ELEMENT

KNEE

CLEARANCE

17"-25"

DRINKING

FOUNTAIN

(DF)

SPOUT

HT

A D

U L

T

M

A X

FINISHED FLOOR

C H

IL

D

M

A X

A D

U L

T

C H

IL

D

DRINKING

FOUNTAIN

(DF)

STANDING USE

DRINKING FOUNTAIN

WHEELCHAIR USE

DRINKING FOUNTAIN

MAX

5"

SPOUT

HT

MIRROR

M

A X

AT TOILET OR

BATHING ROOMS

LOCATED OTHER

THAN ABOVE

COUNTERS OR

LAVATORIES

LAVATORY DRINKING FOUNTAIN

VARING DEPENDING

ON THE MAX. REACH

DEPTH

17"-19"

ACCESIBLE

WATER CLOSET

AMBULATORY

ACCESIBLE

WATER CLOSET

12"-18"

CHILD

A D

U L

T

CHILD

34"-36"

C H

IL

D

C H

IL

D

C H

IL

D

C H

IL

D

MAX

6"

M

IN

" 5

6"

CL

CL

CL

CL

AI PHONE

ROOM

WIZARD

CARD

READER

DOOR SIGNS , OUTLETS AND SWITCHES

ELECTRICAL DEVICE

VOICE AND DATA

DOOR KNOB

SWITCH

THERMOSTAT

FIRE STROBE

6" 6"

CL CL

CL

CL

CL

M

A X

FIRE EXTINGUISHER

CABINET

SEAT

COVER

DISPENSER

(SCD)

SANITARY

NAPKIN

DISPOSAL

UNIT

(SNDU)

0"

ACCESSIBLE

URINAL

M A

X

R

IM

7"

ACCESSORIES

WATER CLOSET

URINAL

A D

U L

T

8" -4

8"

DISPENSER

OUTLET

LOCATION

7"-9"

M

IN

/2

24" MIN

42" MAX

A D

U L

T

M

IN

C H

IL

D

M

IN

C H

IL

D

M

A X

DISPENSER OUTLET

LOCATION

MAX 2 TP ROLLS OF

NOT MORE THAN 5"

DIA. EACH

MIN

13 1/2"

M A

X

R

IM

CL CL

M

A X

DIAPER CHANGING

TABLE

*SEE PLAN FOR ACTUAL DIMENSIONS

TRANSFER SHOWER

SIDE WALL

CL

36" MIN

GRAB

BARS

(GB)

4" MAX

M

IN

"M

A X

3"

-3 6"

M

A X

11" MAX

36" MIN

1 1/2"

CONTROL WALL SIDE WALL

CL

36" MIN

2 1/2" MAX

M A

X

C O

N T

R O

LS

M A

X

C O

N T

R O

LS

CL

CL

ADA REACH RANGE FIGURES:

M

IN

M

A X

20" MAX

M

A X

>20" - 25" MAX

M

A X

10" MAX

4"

8"

4"

6"

10" MAX >10" - 24"MAX

UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH

UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH

5"

8"

1. THE PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THE

CONTRACT DOCUMENTS AND WILL BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL DRAWINGS AND GENERAL NOTES. IN CASES, IF ANY,

WHERE REQUIREMENTS INDICATED ON THE ARCHITECTURAL DRAWINGS

DIFFER FROM THE SPECIFICATIONS, NOTIFY THE ARCHITECT.

2. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS AND NOTES CONTAINED

IN THE ARCHITECTURAL CONTRACT DOCUMENTS WILL BE CONSIDERED

TYPICAL FOR ALL SIMILAR CONDITIONS EVEN IF NOT EXPLICITLY

REFERENCED.

3. DEFICIENT WORK AND/OR WORK NOT IN CONFORMANCE WITH THE

CONTRACT DOCUMENTS WILL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE. THE CONTRACTOR WILL REIMBURSE THE PARTIES REQUIRED

FOR PERFORMING THE DESIGN SERVICES ARISING FROM DEFICIENT

WORK, REVIEW OF MODIFICATIONS/CONTRACTOR SUBSTITUTION, OR

EXPEDITING OF SUBMITTALS.

4. COST OF INVESTIGATION AND/OR REDESIGN INCURRED BY THE

ARCHITECT DUE TO CONTRACTOR ERRORS WILL BE AT THE

CONTRACTOR'S EXPENSE.

5. VERIFY IN THE FIELD (VIF) ALL EXISTING JOB CONDITIONS, REVIEW ALL

CONTRACT DRAWINGS, AND VERIFY DIMENSIONS AND ELEVATIONS

NOTED IN THE CONTRACT DOCUMENTS PRIOR TO THE START OF WORK.

6. USE ONLY DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE

THESE DRAWINGS OR USE DIMENSIONS OBTAINED FROM ELECTRONIC

DRAWING OR MODEL FILES, IF PROVIDED.

GENERAL NOTES: REFERENCE KEYNOTE LEGEND:

02 25 00 . A 01

ROOT

DECIMAL POINT

SUFFIX MODIFIER

SUFFIX

ROOT:

USE SAME SPECIFICATION NUMBER THAT REFERENCES ITEM

DECIMAL POINT:

SEPARATES ROOT FROM SUFFIX

SUFFIX:

USER DEFINED SINGLE ALPHA CHARACTER

(DO NOT USE THE LETTERS "I" OR "O"

SUFFIX MODIFIER:

OPTIONAL USER-DEFINED TWO-DIGIT NUMBER

REFERENCE KEYNOTE MODIFIER:

OPTIONAL TEXT NOTE LOCATED BELOW REFERENCE KEYNOTE. ONLY

APPEARS IN DRAWING BLOCKS, CONTAINED WITHIN PARENTHESIS

(R-VALUE 35)

REFERENCE KEYNOTE MODIFIER

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE

ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE

ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO

ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS

PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES.

Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

As indicated

TITLES & SYMBOLS

A000

05-10-2024

BMM

630001

JMS

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

0 ISSUED FOR PERMIT 05-10-2024

SS

MATERIALS LEGEND:

FACE BRICK

CONCRETE MASONRY UNIT

FOAM PLASTIC BOARD

INSULATION

BLANKET INSULATION

CONTINUOUS WOOD

SHIM

FINISHED WOOD

GYPSUM BOARD / GROUT

CONCRETE OR

PRECAST CONCRETE

ACOUSTICAL CEILING TILE

OR PANEL

MASONRY IN ELEVATION

PLYWOOD

GRAVEL

FOAMED IN PLACE INSULATION

STEEL

EARTH

SOLID SURFACE / CAST STONE

STONE

DRAWING SYMBOLS:

A101

SIM

A101

SIM

A101

SIM

WALL SECTION REFERENCE

BUILDING SECTION REFERENCE

COLUMN CENTERLINE0

EXISTING COLUMN CENTERLINE0

CENTERLINECL

BREAK LINE

ENLARGED DETAIL REFERENCE

A101

SIM

1-HR FIRE RATING

2-HR FIRE RATING

3-HR FIRE RATING

1-HR FIRE/SMOKE RATING

CONSTRUCTION NOTE

DEMOLITION NOTE

REVISION TAG

ROOM NAME AND NUMBER

VIEW TITLE - DETAIL NUMBER

BUILDING ELEVATION REFERENCE

INTERIOR ELEVATION REFERENCE

DOOR NUMBER

WINDOW / LOUVER NUMBER

MATCHLINE REFERENCE

NEW WALL

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW DOOR OPENING

EXISTING DOOR OPENING TO REMAIN

EXISTING DOOR AND FRAME

TO BE REMOVED

ELEVATION REFERENCE

ROOM NAME

View Name

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

A10

101-1

W1

MATCHLINE

RE: 1/A101

MATCHLINE

RE: 1/A101

Name Elevation

WORKING POINTSIGNAGE TAG

1 A

SIGN TYPE

GRAPHIC TYPE

LEVEL NAME

LEVEL HEIGHT

WP

A101

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE

ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE

ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO

ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS

PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES.

Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

As indicated

TITLES & SYMBOLS

A001

05-10-2024

BMM

630001

JMS

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

ABBREVIATIONS

A/C AIR CONDITION

ACP ACCOUSTICAL CEILING PANEL

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACCOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT/ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

ANT ANTENNA

AOR AREA OF REFUGE

APPROX APPROXIMATELY

ARCH ARCHITECT

ASSY ASSEMBLY

AV AUDIO VISUAL

BD BOARD

BLD BOLLARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C TO C CENTER TO CENTER

CAB CABINET

CB CATCH BASIN

CDCT CIRCULAR DUCT

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CGFSU CERAMIC GLAZED STRUCTURAL FACING

UNITS

CH COAT HOOK

CH BD CHALK BOARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLOS CLOSURE

CLR CLEAR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPRS COMPRESSIBLE

CPT CARPET

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CUST CUSTODIAN

D DEEP/DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DPTN DEMOUNTABLE PARTITION

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

LIN LINEAR

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNDSCP LANDSCAPE

LOC LOCATION

LPT LOW POINT

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD BIT MODIFIED BITUMEN

MTD MOUNTED

MTL METAL

MTLP METAL PARTITION

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/CONTRACTOR

INSTALLED

OH OVERHANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OS OCCUPANCY SENSOR

P PIPE

PCC PRECAST CONCRETE

PEJ PREMOLDED EXPANSION JOINT

PERF PERFORATED

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PORC PORCELAIN

PP POWER POLE

PREF PREFINISH

PREFAB PREFABRICATE

PT PAINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER/THERMAL RESISTANCE

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RECPT RECEPTACLE

REF REFERENCE/REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

RFG ROOFING

RH ROOF HATCH/RIGHT HAND

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

RR RAILROAD

RTU ROOF TOP UNIT

RV ROOF VENT

S SOUTH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ETC ET CETERA

EWC ELECTRIC WATER COOLER

EXH FN EXHAUST FAN

EXP EXPANSION/EXPOSED

EXST EXISTING

EXT EXTERIOR

EXTRU EXTRUSION

F/F FACE TO FACE

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FACE

FHC FIRE HOSE CABINET

FIN FINISH

FIN FLR FINISHED FLOOR

FLASH FLASHING

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FRAME

FRG FIBER REINFORCED GYPSUM

FSS FOLDING SHOWER SEAT

FT FEET/FOOT

FURG FURRING

G NATURAL GAS

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GFCI GROUND FAULT CIRCUIT INERRUPTER

GL GLASS

GLZ CMU GLAZED CONCRETE MASONRY UNIT

GSP GUTTER SPLASH BLOCK

GYP GYPSUM

GYP BD GYPSUM WALLBOARD

H HIGH

HB HOSE BIBB

HC HANDICAP

HD HAND DRYER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE COATING

HPT HIGH POINT

HS HOT STACK

HT HEIGHT

HVAC HEATING

HYD HYDRANT

ID INSIDE DIAMETER

IF INSIDE FACE

INCL INCLUDED

INSUL INSULATION

INSUL PNL INSULATED METAL PANEL

INT INTERIOR

JAN JANITOR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

SA SUPPLY AIR

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FOOT (FEET)

SHR SHOWER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SP STAND PIPE

SP FIN SPECIAL FINISH

SPEC SPECIFICATION

SQ SQUARE

SS STORM SEWER

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPEND

SV SHEET VINYL/SMOKE VENT

SYMM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TD TRENCH DRAIN/TOWEL DISPENSER

TDR TOWEL DISPENSER/RECEPTACLE

TEL TELEPHONE

TER TERRAZZO

THK THICKNESS

TK BD TACK BOARD

TOC TOP OF CURB/TOP OF CONCRETE

TOJ TOP OF JOIST

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOWEL PIN

TPH TOILET PAPER HOLDER

TPO THERMOPLASTIC POLYOLEFIN

TPTN TOILET PARTITION

TRTD TREATED

TV TELEVISION

TYP TYPICAL

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VENT PIPE

VS VACANCY SENSOR

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST/WIDE

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WWR WELDED WIRE REINFORCEMENT

A003

Sim

AREA

OF

WORK

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE

ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE

ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO

ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS

PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES.

Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

1" = 80'-0"

ARCHITECTURAL SITE PLAN

A002

05-10-2024

BMM

630001

JMS

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

SCALE: 1" = 80'-0"

OVERALL EXISTING SITE PLAN

TRUE NORTH

N 0 ISSUED FOR PERMIT 05-10-2024

MINIMUM BUS CLEARANCE

60' - 0"

PROJECT WORK AREA

MAINTENANCE

BUILDING

(EXISTING)

MONEY

COUNTING/

VAULT ROOM

BUILDING

(EXISTING)

PHOTO 1

PHOTO 2

PHOTO 3

PHOTO 5

PHOTO

13 14

E.8

E.7

E.6

V.I.F.

4' - 0"

V .I.

F

V .I.

F

CONCRETE CURB TO BE

REMOVED IN ITS ENTIRETY

REF PHOTO 1

CONCRETE SLAB & CURB

TO BE REMOVED IN ITS

ENTIRETY

REF: PHOTO 1 & 2

CONCRETE SLAB & CURB

TO BE REMOVED IN ITS

ENTIRETY.

REF: PHOTO 2 & 3

CONCRETE

PAVEMENT & CURB

TO BE REMOVED IN

ITS ENTIRETY

REF PHOTO 1 & 2

REF STRUC. DWGS FOR

WALL DEMOLITION

EXTENTS

CONCRETE

COLUMN TO

REMAIN

V.I.F.

21' - 5"+/-

V .I.

F

EXTENTS OF

PAVEMENT TO BE

REMOVED

COORDINATE WITH

STRUC. FOOTINGS

EXISTING

ASPHALT

PAVEMENT

EXISTING

CONCRETE

PAVEMENT

EXISTING

CONCRETE

PAVEMENT

***NOTE: EXISTING UTILITIES TO BE

VERIFIED IN FIELD PRIOR TO

DEMOLITIOIN. PROVIDE

PROTECTION FOR EXISTING

UTILITIES TO REMAIN DURING

CONSTRUCTION

***NOTE: PAVEMENT TO BE

REPAIRED. VERIFY EXTENTS IN

FIELD. REFER TO STRUCTURAL

DWGS FOR DETAILS

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

ENLARGED EXISTING SITE PLAN

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

SITE - DEMO PLAN

NOTE:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,

AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE

ARCHITECT AND ENGINEER AND IS NOT TO BE USED IN WHOLE OR IN PART,

FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF THE

ARCHITECT AND ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO

ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS

PROHIBITED IN ACCORDANCE WITH STATE LAW, CODE AND RULES.

Wendel WD Architecture, Engineering, Surveying and Landscape Architecture, P.C

Centerpointe Corporate Park 375 Essjay Road, Suite 200

Williamsville, NY 14221 www.wendelcompanies.com p:716.688.0766 tf:877.293.6335

0 1" 2"

GENERIC SCALE BAR

SCALE BAR SHOWN IS TWO INCHES ON THE ORIGINAL DRAWING.

IF NOT TWO INCHES ON THIS SHEET, ADJUST ACCORDINGLY

DWG. No.

PROJ. No.

SCALE

DATE

DWG. TITLE

DWN. CHK.

NO. REVISIONS DATE

1/8" = 1'-0"

EXISTING SITE PLAN & SITE

DEMOLITION

A003

05-10-2024

BMM

630001

JMS

BREEZE TRANSIT

SERVICE LANE

5303 PINKNEY AVE, SARASOTA,

FL 34233

VAULT ROOM IMPROVEMENTS

CONSTRUCTION DOCUMENTS

TRUE NORTH

N

2 3 4

TRUE NORTH

N

503.1 GENERAL

Except as provided by Sections 302.3, 302.4, or this section, alterations to any building or structure shall comply with the requirements of the Florida Building Code, Building for new construction. Alterations shall be such that the existing building or structure is no less conforming to the provisions of the Florida Building Code, Building than the existing building or structure was prior to the alteration.

603.1 Scope.

Level 2 alterations include the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment; and shall apply where the work area is equal to or less than 50 percent of the building area.

603.2 Application.

Level 2 alterations shall comply with the provisions of Chapter 7 for Level 1 alterations as well as the provisions of Chapter 8.

606.1 Scope.

Provisions for additions shall apply where work is classified as an addition as defined in Chapter 2.

606.2 Application.

Additions to existing buildings shall comply with the provisions of Chapter 11.

801.3 Compliance.

All new construction elements, components, systems, and spaces shall comply with the requirements of the Florida…