100_PERMIT_REV_1.pdf

PDF 5 MB Posted Mar 25, 2025

Attached to: Expansion Joint Repair
Solicitation number: 25-CR-046
Issued by: Pinellas County, Florida

About this file

Written by GovTribe AI · May 1, 2025

The document is a comprehensive structural engineering set of drawings and specifications for an expansion joint repair project at Dunedin High School in Pinellas County, Florida, prepared by Long & Associates Architects and Engineers, Inc. The project involves structural modifications to Building 9, specifically focusing on repairing and reinforcing an existing expansion joint. The drawings, dated December 18, 2024, are 100% permit documents that detail demolition plans, foundation modifications, floor and roof framing adjustments, and specific structural repair techniques. The design addresses structural damage observed on February 20, 2022, and includes detailed plans for carefully removing and replacing portions of existing concrete slabs, columns, and roof structures.

The project is designed in compliance with the 2023 Florida Building Code, 8th Edition, and follows strict structural engineering standards. The structural design accounts for specific wind load requirements, with a basic wind speed of 153 MPH (ultimate) and 119 MPH (equivalent nominal), and is classified as a Building Risk Category III. The documents specify precise technical requirements for concrete repairs, steel modifications, anchoring techniques, and expansion joint installations, including detailed specifications for materials like concrete strength (4,000 PSI), reinforcing steel, and specialized repair mortars. The project appears to be funded through the Pinellas County School Board and will require a Florida licensed General Contractor to execute the work according to the provided architectural and engineering specifications.

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BUILDING_A_&_B.pdf	PDF	Mar 27, 2025
Expansion_Joint_Repair_Addendum_1_Revision.pdf	PDF	Mar 27, 2025
00_01_00_Bid_Specifications_Dunedin_HS__9523.pdf	PDF	Mar 25, 2025
Expansion_Joint_Repair.pdf	PDF	Mar 25, 2025
Bid_Protest_Procedure.pdf	PDF	Mar 25, 2025
Insurance_Specifications_for_Contractors.pdf	PDF	Mar 25, 2025

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EB 1828

ARCHITECTURE/ENGINEERING:

813/839-0506

AR0015104

LONG & ASSOCIATES

TAMPA, FLORIDA 33611

4525 S. MANHATTAN AVE.

ARCHITECTS / ENGINEERS, INC.

INDEX OF DRAWINGS

TO THE BEST OF THE ARCHITECT'S

AND/OR ENGINEER'S KNOWLEDGE

THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS

DIGITAL SEALS

Se al

R R . C

, P .E.

L&A PROJECT NO.

Date:

Phase:

Drawn By:

Checked By:

Job No:

1/6/2025 11:46:02 AM

, 2

100% PERMIT DOCUMENT DECEMBER 18, 2024

DUNEDIN HIGH SCHOOL

EXPANSION JOINT

C O

N, FL

1651 PINEHURST RD.

DUNEDIN, FL 34698

23008

G0.1

L&A

ERC

100% PERMIT DOCUMENT

23008

DECEMBER 18, 2024

COVER SHEET

STRUCTURAL INDEX - ERC

ELMER R. CHASE, STATE OF FLORIDA, PROFESSIONAL ENGINEER,

LICENSE NO. PE 43895 IS RESPONSIBLE FOR ALL SHEETS APPEARING

ON THE COVER SHEET UNDER THE STRUCTURAL HEADING

G0.1 COVER SHEET

G0.2 ABBREVIATIONS, SYMBOL LEGEND, & MATERIALS LEGEND

SD1.1 EXISTING FOUNDATION & SLAB DEMOLITION PLAN

SD2.1 EXISTING 2ND FLOOR FRAMING DEMOLITION PLAN

SD3.1 EXISTING ROOF FRAMING DEMOLITION PLAN

SX1.1 EXISTING PHOTOS

SX1.2 EXISTING PHOTOS

S0.1 STRUCTURAL NOTES

S1.1 FOUNDATION & SLAB PLAN

S2.1 2ND FLOOR FRAMING PLAN AND SECTIONS

S3.1 ROOF FRAMING PLAN AND SECTIONS

S4.1 SECTIONS & DETAILS

REGIONAL MAP

LOCAL MAP

PROJECT LOCATION

AT BLDG 6 & BLDG 9

EXPANSION JOINT

NO. DATE ISSUES & REVISIONS

1 03-17-23 60% CDs 2 04-26-2023 100% CD's

3 12-18-2024 100% PERMIT DOCUMENTS

4 01-03-2025 REV #1

El m er R

. C ha se , S ta te o f

Flo rid a, P ro fe ss io na l E ng in ee r, Lic en se N o.

Th is

Ite m h as b ee n di gi ta lly sig ne d an d se al ed b y

El m er R

. C ha se , P

E, on us in g a

D ig ita l S ig na tu re

Pr in te d co pi es o f t hi s d oc um en t a re n ot co ns id er ed si gn ed a nd se al ed a nd th e sig na tu re m us t b e ve rif ie d on a ny el ec tro ni c co pi es

CMU WALL, THICKNESS VARIES

STUD WALL, THICKNESS VARIES

EXISTING WALL TO REMAIN

RIGID INSULATION

CAVITY INSULATION

INSULATION (BATT, BLANKET, OR FILL)

PLYWOOD (SMALL SECTION)

PLYWOOD (LARGE SECTION)

STEEL (LARGE SECTION)

ROUGH LUMBER (CONTINUOUS)

ROUGH LUMBER (INTERMITTENT)

CONCRETE

COMPACTED FILL OR EARTH

FINISHED GRADE

NOTE: EXISTING BUILDING WALLS,

DOORS, FIXTURES, EQUIPMENT, ETC.

ARE GENERALLY SHOWN LIGHTER &

WITHOUT MATERIAL HATCHING

INTERIOR ELEVATION1A99.9.9

REVISION TAG

NOTE TAG1

0 COLUMN CENTERLINE

A101

DETAIL

SECTION

A101

EXTERIOR ELEVATION

FINISHED FLOOR ELEVATIONFFE

135' - 5 1/2"

FINISHED FLOOR ELEVATION

AFF

9' - 0"

TO/FROM THE CENTER LINE OF

TO/FROM COLUMN CENTER LINES

NEW WALL CONSTRUCTION

TO/FROM THE FINISHED FACE OF

NEW WALL CONSTRUCTION

ALIGN NEW PARTITION TO EXIST (VERIFY EXIST

PARTITION CONSTRUCTION MATCHES NEW

PARTITION CONSTRUCTION)

STATEMENT:

PRODUCT APPROVAL SCHEDULE

STRUCTURAL

#ESR-3814HILTI

HILTI

ROOFING PRODUCTS

LEGACY REPORTS #EXPIRATION DATENOA #DESCRIPTIONMANUFACTURERPRODUCT

COMPLY WITH PRODUCT APPROVAL REQUIREMENTS OF CHAPTER 9N-3 OF THE FLORIDA ADMINISTRATIVE CODE. THE CONSTRUCTION MANAGER SHALL FOR EACH PRODUCT INSTALLED IN THE BUILDING ENVELOPE, PROVIDE THE APPLICABLE PRODUCT APPROVAL NUMBERS TO L&A THROUGH THE SUBMITTAL PROCESS AS SPECIFIED. ALL PRODUCTS INSTALLED SHALL CONFORM TO THE FLORIDA BUILDING CODE 8TH EDITION (2023) FOR THE WIND LOADS SHOWN IN THE STRUCTURAL DOCUMENTS. THE LIST OF BUILDING COMPONENTS FOR REQUIRED PRODUCTS AND MANUFACTURERS ARE AS FOLLOWS: ANY SUBSTITUTIONS OF THESE PRODUCTS LISTED WILL ONLY BE REVIEWED IF SPECIFIC

PRODUCT APPROVAL NUMBERS AND DATA IS SUBMITTED

COMPONENTS

MODIFIED BITUMEN

#ESR-4561

ITW BUILDEX TAPCON ANCHORS (UNCRACKED MASONRY)

HILTI HIT RE 500 V3 EPOXY W/ HAS-E-55 RODS

(CRACKED OR UNCRACKED CONCRETE)

HILTI KWIK BOLT TZ2 FASTENERS

(CRACKED OR UNCRACKED MASONRY)

FLORIDA

PRODUCT

#ESR-1671

#ESR-5334SIMPSON ET-3G ADHESIVE ANCHORS (CRACKED OR

UNCRACKED CONCRETE)

#ESR-4266HILTI HILTI KWIK BOLT TZ2 FASTENERS

(CRACKED OR UNCRACKED CONCRETE)

FPA# 15730.2

#ESR-2713SIMPSON TITEN HD SCREW ANCHORS (CRACKED OR

UNCRACKED CONCRETE) FPA# 15730.9

ITW BUILDEX TAPCON ANCHORS (UNCRACKED CONCRETE) #ESR-2202

SIMPSON TITEN HD SCREW ANCHORS

(UNCRACKED MASONRY)

SIMPSON #ESR-2138POWDER ACTUATED FASTENERS

(PAF'S) FPA# 15730.2

SIMPSON #ESR-3006 ; ER-326STRONG-DRIVE XL OR SELF-DRILLING X TEK

SCREWS

FPA# 15730.9

#16-1222.06

DESIGN CRITERIA:REFER TO WIND PRESSURE CHART ON STRUCTURAL DRAWINGS

1. COMPLY WITH THE FLORIDA BUILDING CODE, 8TH EDITION (2023)

2. ULTIMATE WIND SPEED - - 153 MPH

3. EQUIVALENT NOMINAL WIND SPEED - - 119 MPH

4. COMPONENTS TO BE IMPACTED RESISTANT

GENERAL PRODUCT APPROVAL NOTES

1. CONTRACTOR SHALL PROVIDE FULL INSTALLATION DETAILS OF THE ACTUAL

PRODUCT APPROVAL DOCUMENTATION ON SITE FOR INSPECTOR USE AS

REQUIRED.

2. FLORIDA PRODUCT APPROVAL (FPA#)

3. IN ACCORDANCE WITH THE FLORIDA PRODUCT APPROVAL SYSTEM,

MANUFACTURERS OF ROOFING, PANELS AND ALL STRUCTURAL COMPONENTS

THAT AFFECT THE STRUCTURAL INTEGRITY OF BUILDINGS DURING HURRICANES

MUST SUBMIT THE FOLLOWING DOCUMENTATION TO THE OFFICE OF LONG &

ASSOCIATES, ARCHITECTS AND ENGINEERS, INC. FOR REVIEW AND APPROVAL:

A. EVIDENCE THAT THE PRODUCT HAS BEEN EVALUATED FOR

COMPLIANCE WITH THE STANDARDS ESTABLISHED BY THE FLORIDA

BUILDING COMMISSION APPROVED ENTITY OR FLORIDA LICENSED P.E.

OR R.A.

B. EVIDENCE THAT THE MANUFACTURER HAS CONTRACTED WITH THE

FLORIDA BUILDING COMMISSION APPROVED QUALITY ASSURANCE

ENTITY TO MONITOR MANUFACTURING PRODUCTION AND HAS ACTIVELY

COMPLIED OR HAVE THE PRODUCT LISTED AND LABELED BY THE

COMMISSION APPROVED CERTIFICATION PROGRAM.

C. INSTALLATION INSTRUCTIONS CONSISTENT WITH THE EVALUATION OF

COMPLIANCE.

D. REFER TO STRUCTURAL DRAWINGS FOR DESIGN WIND PRESSURES

PER SQUARE FOOT (PSF).

GAF FL 5680-R36

#ESR-1056

ABBREVIATIONS

MATERIALS LEGEND

SYMBOL LEGEND

SYMBOL DESCRIPTION

DIMENSIONING CONVENTIONS

GENERAL NOTES

AREA

ANCHOR BOLT

AIR CONDITIONING

ALTERNATING CURRENT

A/C

ACCESS FLOOR

AMERICAN CONCRETE INSTITUTE

ACOUSTICAL

ACOUSTICAL CEILING TILE

AMERICANS WITH DISABILITIES ACT

ADDITIONAL

ADJUSTABLE

ADJACENT

ABOVE FINISHED COUNTER

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

AMERICAN INSTITUTE OF

ACOUSTICAL LINING

ALTERNATE

ALUMINUM

AMPERE

ANCHOR

ANODIZED

ACOUSTICAL PANEL

APARTMENT

APPROXIMATE

ACID RESISTANT

ARCHITECTURAL / ARCHITECT

ASBESTOS

AMERICAN SOCIETY OF

& AIR-CONDITIONING ENGINEERS

AMERICAN SOCIETY OF

ASPHALT

ASSOCIATION

AMERICAN SOCIETY FOR

AUTOMATIC

AUXILIARY

AVENUE

AMERICAN WOODWORKING INSTITUTE

ACFL

ACI

ACOUS

ACT

ADA

ADDNL

ADJ

ADJT

AFC

AFF

AHU

AIA

AISC

ALT

ALUM

AMP

ANC

ANOD

APT

APP

ARCH

ASB

ASHRAE

ASME

ASPH

ASSOC

ASTM

AUTO

AUX

AVE

AWI

BULLETIN BOARD

BOARD

BOTTOM FACE

BITUMINOUS

BLOCK

BLOCKING

BUILDING

BACK

BENCH MARK

BEAM

BOTTOM

BASE PLATE

BEARING

BRITISH THERMAL UNIT

BRITISH THERMAL UNIT PER HOUR

BETWEEN

BASEMENT

BUILT UP ROOFING

BOTH WAYS

BIT

BLDG

BLK

BLKG

B/M

BOT

BRG

BSMT

BTU

BTUH

BTWN

BUR

CABINET

CENTER TO CENTER

CEMENT

CUBIC FEET PER SECOND

CHANNEL

CONTROL JOINT

CENTER LINE

CEILING

CLEAR

CONSTRUCTION MANAGER

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COUPLING

CARPET

CARBON STEEL

CERAMIC TILE

CONDENSER UNIT

CUBIC YARD

CENTER

CERAMIC

CUBIC FEET

CUBIC FEET PER MINUTE

COMPUTER

COMPUTER PROCESSING UNIT

CONDUIT

CONCRETE

CORRIDOR

CAB

C/C

CEM

CER

CFM

CFS

CLG

CLR

CMU

COL

COMP

CND

CONC

CONN

CONST

CONT

CONTR

CORR

CPLG

CPT

CPU

CTR

DEMOLITION

DENSITY

DETAIL

DIAMETER

DIAGONAL

DIFFUSER

DIMENSION

DISCONNECT

DOWN

DOOR

DOWNSPOUT

DRINKING FOUNTAIN

DITTO

DOUBLE

DEAD LOAD

DRAWING

STEEL CONSTRUCTION

ARCHITECTS

HEATING. REFRIGERATION

MECHANICAL ENGINEERS

TESTING & MATERIALS

DBL

DEM

DEN

DET

DIA

DIAG

DIFF

DIM

DISC

DWG

EACH

EXPANSION BOLT

EXHAUST FAN

EFFICIENCY

EXTRA HAZARD

ELEVATION

ELECTRIC / ELECTRICAL

EMERGENCY

ENERGY MANAGEMENT

ENCLOSURE

EXPLOSION PROOF

EQUAL

EQUIPMENT

ESTIMATE / ESTIMATED

EXISTING TO REMAIN

EVAPORATIVE / EVAPORATOR

EACH WAY

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

EXFILTRATION

EXHAUST

EXPANSION JOINT

EXPANSION

EXISTING RELOCATED

EXISTING

EXTERIOR

& CONTROL SYSTEM

MODULUS OF ELASTICITY

ENGINEER

ENGINEERING

EFF

ELEC

EMERG

EMCS

ELEVATOR

ENCL

ENGR

ENGRG

EQPT

EST

ETR

EVAP

EVTR

EWC

EWH

EXF

EXH

EXP

EXR

EXST

EXT

FACP

FBRK

FDC

FDN

FDPR

FEC

FFE

FFF

FHMS

FHS

FHWS

FIN

FJT

FLG

FLSHG

FLR

FPG

FPM

FPS

FOC

FOF

FOM

FRMG

FRTL

FTG

FURR

FIRE ALARM

FIRE ALARM CONTROL PANEL

FIRE BRICK

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FIRE DAMPER

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FROM FINISHED FLOOR

FLANGED CONNECTION

FIRE HYDRANT

FLAT HEAD MACHINE SCREW

FIRE HOSE STATION

FLAT HEAD WOOD SCREW

FINISH / FINISHED

FLUSH JOINT

FLOOR

FLANGE

FLASHING

FLUORESCENT

FIRE PROTECTION

FIREPROOFING

FEET PER MINUTE

FEET PER SECOND

FLAT OVAL

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FRAME

FRAMING

FIRE RETARDANT TREATED LUMBER

FULL SIZE

FEET

FOOTING

FURRED / FURRING

FLUSH VALVE

FOS FACE OF STUD

FZR FREEZER

GAL

GALV

GLBK

GPM

GRD

GRND

GST

GWB

GYP

GAGE / GAUGE

GALLON

GALVANIZED

GRAB BAR

GENERAL CONTRACTOR

GALVANIZED IRON

GLASS / GLAZING

GLASS BLOCK

GENERAL PURPOSE

GALLONS PER MINUTE

GROOVED CONNECTION

GRADE

GROUND

GALVANIZED STEEL

GLAZED STRUCTURAL TILE

GYPSUM WALL BOARD

GYPSUM

HCP

HDNR

HDW

HGR

HORIZ

HRS

HSS

HVAC

HOSE BIBB

HOLLOW CORE

HANDICAPPED

HARD

HARDENER

HARDWARE

HANGER

HOLLOW METAL

HORIZONTAL

HORSEPOWER

HOUR

HOURS

HOLLOW STRUCTURAL STEEL

HEIGHT

HEATING, VENTILATION,

HERTZ / CYCLES PER SECOND

INCL

INF

INFO

INSUL

INT

INV

MOMENT OF INERTIA

INTERCOM

INSIDE DIAMETER

INSIDE FACE

INCHES

INCLUDED

INFILTRATION

INFORMATION

INSULATION

INTERIOR

INVERT

IRON PIPEIP

AIR-CONDITIONING

AMOUNTAMT

LTWT LIGHTWEIGHT

MASONRY OPENING

NOISE REDUCTION

NOT IN CONTRACT

OUTSIDE DIAMETER

PLASTIC LAMINATE

POLYVINYL CHLORIDE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POUNDS PER LINEAR FOOT

POUNDS PER CUBIC FOOT

PRESSURE TREATED

POST INDICATOR VALVE

QTY

QUARRY TILE

PUBLIC ADDRESS

QUANTITY

PLAM

PVC

PSF

PLF

PCF

PREFAB

PROJ

PRES

PVMT

PLYWD

PSI

PIV

PREFABRICATED

PROJECTION

PRESSURE

PAVEMENT

PLYWOOD

OHD

OPP HD

PTD

PNLB

PNL

PLAS

PART

PAINTED

PAIR

PANEL

PANELBOARD

PLASTER

PARTITION

OVERHEAD

OVERHEAD DOOR

OPPOSITE HAND

NAT

NRC

NTP

N/A

NEG

OPNG

NIC

NUMBER

OPENING

ON CENTER

NATURAL

NOTICE TO PROCEED

NOT APPLICABLE

NEGATIVE

MAXIMUMMAX

MULL

MOD

MOV

MISC

MIRR

MTL

MED

MECH

MIL

MISCELLANEOUS

MULLION

MODEL

MOVABLE

MILLIMETER(S)

MILITARY

MIRROR

METAL

MEDIUM

MECHANICAL

MAT

MAS

MFR

MFD

MANHOLE

MARK

MATERIAL

MASONRY

MANUFACTURER

MANUFACTURED

LIVE LOAD

LINEAR FOOT

VINYL TILEVT

VOLTS

VOLUME

VINYL WALL COVERING

WALL HUNG

WALL TO WALL

WALL CLEANOUT

WEATHER PROTECTED

WELDED WIRE FABRIC

WINDOW

WIDE FLANGE

WOOD

WITHOUT

WITH

WEIGHT

WATER CLOSET

WAINSCOT

WWF

WIN

W/O

WTW

WCO

WAINS

VOL

VWC

UNLESS OTHERWISE NOTED

UTILITY

URINAL

UNDERCUT

UNDERGROUND

UNDERWRITER'S

VELOCITY

VARIABLE AIR VOLUME

VAPOR RETARDER

VERTICAL

VINYL COMPOSITION TILE

VINYL

VENT THRU ROOF

VACUUM

TRANSFER

TYPICAL

TRANSFORMER

TACK BOARD

URL

VPR

VAV

VEL

VERT

VCT

VTR

VIN

UTY

VAC

UON

XFR

TYP

XFMR

KILOVOLT AMPERE

KILOVOLTKV

KVA

LAM

LAB

LVG

LTG

LAV

KIT

LABORATORY

LIGHTING

LAVATORY

LEAVING

LAMINATE(D)

KNOCKOUT

KITCHEN

KILOWATT(S)

JST

JOINT

JUNCTION BOX

JOIST

SA SUPPLY AIR

SWITCH

SYMBOL

SYMMETRICAL

SYSTEM

SUSPEND(ED)

TELEVISION

TELEPHONE

THERMOSTAT

THICK(NESS)

TOILET

TONGUE AND GROOVE

TOP

THRESHOLD

TEMPERATURE

TOP OF MASONRY

TOP OF FOOTING

TOP OF CURB

TOP OF BEAM

TOP OF STEEL

TOP OF SLAB

TOP OF

TOP AND BOTTOM

TOP FACE

THK

T/C

T/FTG

T/BM

T/MAS

T/STL

T/SLAB

TLT

T&G

TSHD

T&B

T/F

TEL

TSTAT

TEMP

SYMB

SYM

SYS

SUSP

SHEET

SOLID CORE

SPEAKER

SOUNDPROOF

STANDARD

SQUARE

SPRINKLER

STAINLESS STEEL

SQUARE FEET

STRUCTURAL CLAY TILE

SUPPLY

STEAM

STEEL JOIST

STORAGE

STEEL

STATION

SPECIFICATION(S)

SMOKE DETECTOR

SIMILAR

SAWCUT JOINT

SECONDARY

SECTION

SCHEDULE

SPKR

STA

SCT

SUP

STL JST

STM

STL

STOR

STD

SST

SPRK

SQ FT

SPEC

SHT

SNDP

SIM

SECT

SCH

SEC

JAN JANITOR

KNOCKDOWNKD

KILOGRAMKG

LBS

LVR

POUNDS

LUMP SUM

LOUVER

LIN LINEAR

LH LEFT HAND

M BENDING MOMENT

MBF 1OOO BOARD FEET

MFG MANUFACTURING

MB MARKER BOARD

MEZZ MEZZANINE

MW MICROWAVE

MR MOISTURE RESISTANT

NEC NATIONAL ELECTRIC CODE

NOA NOTICE OF ACCEPTANCE

OPP OPPOSITE

OZ OUNCE

OF OUTSIDE FACE

OA OUTDOOR AIR

PCS PIECES

PLATEPL

PP POWER POLE

SMALLSM

SQUARE INCHSQ IN

SQUARE YARDSQ YD

STRUCTURALSTRUC

TOLERANCETOL

VINYL BASEVB

WIDE(WIDTH)W

YARDYD

COEFFICIENT

LABORATORY

SOUND TRANSMISSION CLASSSTC

J JUNCTION

KIP / 1000 LBK

L LENGTH

LG LARGE

LOC LOCATION

LOCKOUT

LT/GA LIGHT GAGE

LTH LIGHT HAZARD

LT LIGHT

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MC MEDICINE CABINET

MD MOTORIZED DAMPER

MIN MINIMUM

MTD MOUNTED

MT METAL THRESHOLD

MP MIDPOINT

ML METAL LATH

MS MOP SINK

MTR METER

NFA NET FREE AREA

NTS NOT TO SCALE

O ROUND

OAI OUTDOOR AIR INTAKE

ORDINARY HAZARDODH

OJ OPEN WEB JOIST

PC PHOTOCELL

PRECAST CONCRETEPCC

PHASEPH

PREFORMED JOINT FILLERPJF

PFD PREFORMED

POS POSITIVE

PRESTRESSED CONCRETEPSC

POST TENSIONED CONCRETEPTC

PWR POWER

PER UNITPU

PNT POINT

RIGHT

ROUGH OPENING

ROOF VENT

ROOFING

ROOM

RADIUS

RECIRCULATING

RECIPROCATING

REINFORCE(D),

REQUIRED

REVISION

RIGHT OF WAY

RETURN GRILLE

REVOLUTIONS PER MINUTE

RETURN

RETURN AIR

RELATIVE HUMIDITY

REGULAR

RECEIVER

RECEPTACLE

RFG

ROW

REQD

RPM

REV

RET

RECIP

RECIRC

REINF

REG

RECPT

REC

RAD

REFRIGERATORREFG

REFERENCEREF

REINFORCING

RISER

REQUIREMENTREQT

REFLECTED CEILING PLANRCP

REDUCERED

ROOF DRAINRD

ROOF TOP UNITRTU

RAIN PROOFRP

RAIN WATER COLLECTORRWC

RAIN WATER LEADERRWL

S SANITARY

SQUARE FEETSF

SHEATHINGSHTG

STORM DRAINSDN

SQUARE YARDSY

SERVICESERV

TOP OF PIPET/P

TOP OF WALLT/W

TOP OF PLATET/PL

TOWEL RODTR

TRANSOMTRAN

TOILET PARTITIONTPTN

TREADTRD

THREADEDTHRD

TIME CLOCKTC

UNDER COUNTERUCR

VOLTSVA

VERIFY IN FIELDVIF

VINYL FABRICVF

WORK POINTWPT

EXTRA HEAVY

EXTRA STRONG

XHVY

XSTG

DOUBLE EXTRA STRONGXXSTG

Se al

R R . C

, P .E.

Date:

Phase:

Drawn By:

Checked By:

Job No:

TO THE BEST OF THE ARCHITECT'S

AND/OR ENGINEER'S KNOWLEDGE

THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS

So ut h M an ha tta n Av en ue

,T am pa ,F

L 3

-2

T:8

F:8

C G

C w w lo n ga n da a o o s c i te s s c m

IS D

T IS

IAL

, A

ISC

, U

RIZ

E, DIS

TIO

LIC

T T

S W

RIT

TEN

O F L

IBI

TED

L R

S R

L a O N G

O C

S r c h it e c t s e n g in e e r s in c

1/6/2025 11:46:06 AM

G0.2

L E

SIO

C O

N, FL

L&A

ERC

100% PERMIT DOCUMENT

23008

DECEMBER 18, 2024

ABBREVIATIONS,

SYMBOL LEGEND, &

MATERIALS LEGEND

A. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE GENERAL CONDITIONS OF THE

CONTRACT AND THE CONSTRUCTION DOCUMENTS.

B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE 2023 FLORIDA BUILDING CODE 8TH EDITION AND 2023 FLORIDA FIRE PREVENTION CODE. SEE SHEET S0.1 FOR ADDITIONAL APPLICABLE CODES. NOTE: THE ABOVE LISTING IS NOT CONSIDERED TO BE ALL INCLUSIVE AS THERE MAY BE OTHER BUILDING CODE REQUIREMENTS PERTAINING TO THIS SPECIFIC PROJECT.

C. IN SOME CASES, THE REQUIREMENTS SET FORTH IN THE CONSTRUCTION DOCUMENTS EXCEED THE

MINIMUM REQUIREMENTS OF THE CODE.

D. THE CONTRACTOR SHALL COORDINATE THE SEQUENCING AND EXECUTION OF ALL TRADES IN STRICT CONFORMANCE WITH THE REQUIREMENTS OF ALL CONSTRUCTION DRAWINGS AND CONTRACT DOCUMENTS.

E. THE CONTRACTOR SHALL MAINTAIN & PROTECT FROM DAMAGE ALL PORTIONS OF THE EXISTING FACILITY SCHEDULED TO REMAIN OR NOT INDICATED FOR DEMOLITION. ALL DAMAGED AREAS & ELEMENTS

SHALL BE REPLACED TO MATCH EXISTING ADJACENT CONSTRUCTION IN ALL RESPECTS.

F. PRIOR TO ANY DEMOLITION, THE OWNER AND CONTRACTOR SHALL WALK THROUGH THE PROJECT AND ESTABLISH A PUNCH LIST OF EXISTING CONDITIONS. ITEMS NOT IDENTIFIED AND LATER DAMAGED DUE TO

CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY.

G. FIELD VERIFY ALL DIMENSIONS PRIOR TO DEMOLITION WORK. COORDINATE AS REQ'D FOR NEW WORK.

H. OWNER SHALL CAREFULLY REMOVE AND ABATE ASBESTOS AS APPLICABLE.

I. THE CONTRACTOR SHALL PROTECT THE PUBLIC FROM CONSTRUCTION ACTIVITIES AND PROVIDE FOR A

SECURE CONSTRUCTION SITE.

J. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS FOR THE WORK INDICATED ON THE DRAWINGS OR AS SPECIFIED HEREIN. ALL MATERIALS AND APPLIANCES, OBVIOUSLY PART OF THE SYSTEMS AND NECESSARY FOR PROPER OPERATION, SHALL BE FURNISHED AND INSTALLED WITHOUT

ADDITIONAL CHARGE.

K. THE CONTRACTOR SHALL VISIT THE SITE OF THE PROJECT TO BECOME ACQUAINTED WITH THE DIFFICULTIES WHICH MAY ATTEND THE EXECUTION OF THE WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. THE SUBMISSION OF A BID PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH A VISIT AND INVESTIGATION HAS BEEN MADE. CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS FOR DIFFICULTIES

ENCOUNTERED SHALL NOT BE CONSIDERED.

L. WHERE BUILDING COMPONETS ARE IDENTIFIED BY MANUFACTURER AND CATALOG NUMBER, IT SHALL BE CONSTRUED AS THE MINIMUM BASIS OF DESIGN REQUIREMENTS FOR QUALITY AND PERFORMANCE.

CONTRACTOR MAY SUBMIT FOR APPROVAL, SIMILAR EQUIPMENT OF OTHER MANUFACTURERS AS

SUBSTITUTION. THE OWNERS DECISION REGARDING ACCEPTABILITY SHALL BE FINAL AND BINDING.

M. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT THE SITE A SET OF PRINTS ON WHICH SHALL BE ACCURATELY SHOWN THE ACTUAL INSTALLATION OF ALL WORK UNDER THIS CONTRACT INCLUDING CHANGES IN SIZES, LOCATIONS AND DIMENSIONS. THE PROGRESS PRINTS SHALL BE AVAILABLE FOR REVIEW BY L&A OR OWNER. AT THE COMPLETION OF THE WORK, PREPARE A SET OF RECORD DRAWINGS OF THE WORK AS

ACTUALLY NOTED ON THE MARKED-UP PRINTS.

N. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, COMPLETE SHOP DRAWINGS INCLUDING SHORING AND THE DETAILS OF ALL MATERIALS, EQUIPMENT AND SYSTEMS TO BE FURNISHED. SUBMIT AS REQUIRED BY THE CONTRACT DOCUMENTS. SUBMITTAL SHALL INCLUDE THE TYPE OF MATERIAL, MANUFACTURER, TECHNICAL SPECIFICATIONS, DIMENSIONS, AND CATALOG OR MODEL NUMBER FOR EACH ITEM. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF SHOP DRAWING ERRORS OR OMISSIONS. THE CONTRACTOR SHALL CAREFULLY CHECK AND CORRECT ALL SHOP DRAWINGS

PRIOR TO SUBMISSION FOR REVIEW.

O. THE CONTRACTOR SHALL PROVIDE FOR CUTTING & PATCHING OF ALL EXTERIOR FINISHED SUFACES TO

MATCH EXISTING AS REQUIRED TO FACILITATE SCOPE OF WORK.

P. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNERS POLICIES & PROCEDURES PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

Q. THE INTENT IS FOR THE OWNER TO BE ABLE TO OPERATE PORTIONS OF THE SCHOOL THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL CONSTRUCT TEMPORARY DUST & NOISE CONTROL BARRIER AS

REQUIRED FOR THE SAFETY & PROTECTION OF THE OCCUPANTS DURING WORK IN PROCESS AND

THROUGHOUT PHASES OF WORK. COORDINATE SUCH BARRIERS WITH THE OWNER & OCCUPANTS AS

REQUIRED.

R. INFORMATION SHOWN ON THESE PLANS FOR EXISTING BUILDINGS HAS BEEN OBTAINED FROM EXISTING BUILDING DRAWINGS. EXISTING INFORMATION DOES NOT NECESSARILY REFLECT AS BUILD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN ON THESE PLANS AND NOTIFY THE ENGINEER

IMMEDIATELY OF ANY VARIATION.

S. THE CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE AS REQUIRED TO RE-ROUTE PEDESTRIANS DURING DEMOLITION AND CONSTRUCTION. ANY DAMAGE TO EXISTING FINISHES AND ELEMENTS TO REMAIN

SHALL BE RESTORED TO LIKE-NEW CONDITION.

SHEET NUMBERING

S0.1

DISCIPLINE

CATAGORY

SHEET NUMBER

NO. DATE ISSUES & REVISIONS

1 03-17-23 60% CDs 2 04-26-2023 100% CD's

3 12-18-2024 100% PERMIT DOCUMENTS

4 01-03-2025 REV #1

El m er R

. C ha se , S ta te o f

Flo rid a, P ro fe ss io na l E ng in ee r, Lic en se N o.

Th is

Ite m h as b ee n di gi d an d se al ed b y

El m er R

. C ha se , P

E, on us in g a

D ig ita l S ig na tu re

Pr in te d co pi es o f t hi s d oc um en t a re id er ed si gn ed a nd se al ed a nd th e sig na tu re m us t b e ve rif ie d on tro ni c co pi es

A B

12' - 4" 10' - 4" 20' - 8" 8' - 8"

B.7A.6

EX-F60EX-F60EX-F60

EX-F60

EX-F40EX-C

EX-C

22' - 8" 29' - 4"

CJ CJ

T/FNDN

EL -2' - 8"

T/FNDN

EL -2' - 8"

FIE

IFY

T/RCP

EL -2' - 4"

SD3005

SX3101

S0918

SD3005

SX3301SX3301

EXISTING UNDERGROUND (15" RCP)

STORM PIPE PROTECT & MAINTAIN

SX3301SX3301

EXISTING

CONC PEDESTAL

EX-F20W

-F W

COLCOLCOLCOL

T/SLAB

EL 100' - 0"

(FIELD VERIFY)

SX4003

SX0009

EX-F60

SLOPE

EXST SLOPE

(WARPED)

EXST SLOPE

(WARPED)

B/RCP

EL -3'-7"

REFER TO SX1.1 & SX1.2 FOR PHOTOS SHOWING EXTENT OF

DAMAGE PRIOR TO APPLICATION OF TEMPORARY PATCHES.

ALL TEMPORARY PATCHES TO BE REMOVED IN ORDER TO

REPAIR STRUCTURAL DAMAGE OBSERVED 2/20/2022 PER

THESE DWGS.

NOTE:

T/FNDN

EL -2' - 8"

BLDG B

BLDG A

AREA SHOWN

A. TOP OF SLAB EL VARIES

B. REFER TO DWG S0.1 FOR "STRUCTURAL NOTES"

C. REFER TO SX1.1 AND SX1.2 FOR EXISTING PHOTOS SHOWING EXTENT OF STRUCTURAL

DAMAGE AND ADDITIONAL DEMOLITION NOTES.

NOTES:

EX-F40

SLOPE

LEGEND:

CJ = INDICATES SLAB CONTROL JOINT OR CONSTRUCTION JOINT

= INDICATES SLOPE CONCRETE SLAB

= INDICATES EXISTING FOUNDATION TYPE - SEE SCHEDULE

TOP OF FOUNDATION EL -1'-4", TYP UON

= INDICATES EXISTING CONCRETE COLUMNS - SEE SCHEDULE

= INDICATES EXST STEP IN CONCRETE SLAB

E X

- C 8

2 4

Se al

R R . C

, P .E.

Date:

Phase:

Drawn By:

Checked By:

Job No:

TO THE BEST OF THE ARCHITECT'S

AND/OR ENGINEER'S KNOWLEDGE

THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS

So ut h M an ha tta n Av en ue

,T am pa ,F

L 3

-2

T:8

F:8

C G

C w w lo n ga n da a o o s c i te s s c m

IS D

T IS

IAL

, A

ISC

, U

RIZ

E, DIS

TIO

LIC

T T

S W

RIT

TEN

O F L

IBI

TED

L R

S R

L a O N G

O C

S r c h it e c t s e n g in e e r s in c

1/6/2025 11:46:06 AM

SD1.1

L E

SIO

C O

N, FL

L&A

ERC

100% PERMIT DOCUMENT

23008

DECEMBER 18, 2024

EXISTING

FOUNDATION &

SLAB DEMOLITION

PLAN

SCALE: 1/4" = 1'-0"1 EXISTING FOUNDATION & SLAB DEMOLITION PLAN

KEYNOTE LEGEND

NO. DESCRIPTION

S0918 AT CONTRACTOR OPTION, EXISTING WALKWAY CANOPY COLUMN MAY BE REMOVED AND

REPLACED TO MATCH EXISTING AS REQUIRED FOR NEW WORK ALL DISTURBED OR REPLACED

CANOPY COMPONENTS AND FASTENERS TO BE DESIGNED BY SPECIALTY ENGINEER.

CONTRACTOR TO COORDINATE

SD3005 PERIMETER OF CONCRETE SLAB DEMOLITION TO BE CAREFULLY SAW-CUT AS REQUIRED FOR

NEW WORK. CONTRACTOR TO NOTIFY ENGINEER OF RECORD WHEN SLAB AND SOILS HAVE

BEEN REMOVED AND DEMOLITION IS COMPLETE IN THIS AREA IN ORDER TO OBSERVE AND

CONFIRM DESIGN ASSUMPTIONS FOR EXISTING FOUNDATION CONDITIONS BELOW GRADE.

ENGINEER RESERVES THE RIGHT TO REVISE THE FOUNDATION SHOWN SUBJECT TO DISCOVERY

OF UNFORSEEN CONDITIONS

SX0009 CROWN IN EXISTING CONCRETE SLAB

SX3101 EXISTING CONCRETE FOUNDATION. PROTECT & MAINTAIN

SX3301 EXISTING CONCRETE SLAB. PROTECT & MAINTAIN (UON)

SX4003 EXISTING MASONRY WALL, PROTECT & MAINTAIN

SCALE:NTS

KEYPLAN

0' 2' 4' 8'

NO. DATE ISSUES & REVISIONS

1 03-17-23 60% CDs 2 04-26-2023 100% CD's

3 12-18-2024 100% PERMIT DOCUMENTS

4 01-03-2025 REV #1

El m er R

. C ha se , S ta te o f

Flo rid a, P ro fe ss io na l E ng in ee r, Lic en se N o.

Th is

Ite m h as b ee n di gi d an d se al ed b y

El m er R

. C ha se , P

E, on us in g a

D ig ita l S ig na tu re

Pr in te d co pi es o f t hi s d oc um en t a re id er ed si gn ed a nd se al ed a nd th e sig na tu re m us t b e ve rif ie d on tro ni c co pi es

A B

B.7A.6

SD2.1

12' - 4" 10' - 4" 20' - 8" 8' - 8"

C 22' - 8" 29' - 4"

PEEXISTING 8" HOLLOW CORE W/

2" CONCRETE SLAB TOPPING

PROTECT & MAINTAIN (UON)

S0919S0919

WALKWAY

CANOPY

ROOF BELOW

NOTE: TEMPORARY SHORING IS REQUIRED

AND SHALL BE DESIGNED BY A SPECIATY

STRUCTURAL ENGINEER CURRENTLY

REGISTERED IN THE STATE OF FLORIDA

PRIOR TO ANY DEMOLITION WORK

CAREFULLY REMOVE 2"

CONCRETE TOPPING AS

REQUIRED FOR NEW WORK

DO NOT REMOVE HC

EXISTING CONCRETE BEAM

PROTECT & MAINTAINEXISTING CONCRETE BEAM

PROTECT & MAINTAIN

S0919S0919

CROWN OF EXST SLAB TOPPING

EXST SLOPE

(WARPED)

EXST SLOPE

(WARPED)

COL COLCOLCOL

REFER TO SX1.1 & SX1.2 FOR PHOTOS SHOWING EXTENT OF

DAMAGE PRIOR TO APPLICATION OF TEMPORARY PATCHES.

ALL TEMPORARY PATCHES TO BE REMOVED IN ORDER TO

REPAIR STRUCTURAL DAMAGE OBSERVED 2/20/2022 PER

THESE DWGS.

NOTE:

SX3308SX3308

SD3006

SX3404

SD3006

(ALL SIDES)

S0919S0919

CANOPY DRAIN COLUMN

FIELD VERIFY

- 0

+/- 10" +/- 4 1/2"

REMOVE CONT L6X6 & STIFFENER PLATES,

CUT EXPOSTED END OF ANCHOR BOLTS

AND DRILL OUT BOLTS 2" PAST FACE OF

CONCRETE AND GROUT HOLE FLUSH W/

FACE OF CONCRETE AFTER SHORING HAS

BEEN INSTALLED

REMOVE PORITION OF

2" CONCRETE TOPPING AS

REQUIRED FOR NEW WORK

FIELD VERIFYNOTE:

TEMPORARY SHORING IS

REQUIRED AND SHALL BE

STRUCTURAL ENGINEER

CURRENTLY REGISTERED IN

THE STATE OF FLORIDA

FOR NEW WORK

REMOVE 2" CONC TOPPING

+/- 4" AS REQUIRED

EXISTING

EXP JT

FOR NEW WORK

REMOVE 2" CONC TOPPING

+/- 9" AS REQUIRED

8"x24" EXISTING CONCRETE

BEAM REINF W/ (2) #8 T&B &

#3 CLOSED TIES @ 10" OC

PROTECT & MAINTAIN

PROTECT & MAINTAIN EXISTING

HOLLOW CORE PLANK

CAREFULLY REMOVE PORITION OF

2" (MIN THICKNESS AT SLAB EDGE -

LOW POINT) CONCRETE TOPPING

AS REQUIRED FOR NEW WORK.

EXERCISE CAUTION SO AS TO NOT

DAMAGE HC SLAB

FIELD VERIFY AND NEATLY

SAW-CUT PRECAST PLANK

AS REQUIRED FOR NEW 2"

EXP JT - REF TO DWG S2.1

4" 4"

EXST BM

REMOVE & DISPOSE OF EXISTING

EXPANSION JOINT COVER PLATE

T/CONC BM

EL +/- 12'-6"

BLDG B

BLDG A

AREA SHOWN

A. REFER TO DWG S0.1 FOR "STRUCTURAL NOTES"

B. REFER TO DETAIL 1 ON DWG S0.1 FOR "MINIMUM COMPONENT & CLADDING NOMINAL

DESIGN WIND LOADS (PSF)"

C. REFER TO SX1.1 AND SX1.2 FOR EXISTING PHOTOS SHOWING EXTENT OF STRUCTURAL

DAMAGE AND ADDITIONAL DEMOLITION NOTES.

NOTES:

= INDICATES SLOPE OF EXISTING CONCRETE TOPPING SLAB

LEGEND:

EXST SLOPE

Se al

R R . C

, P .E.

Date:

Phase:

Drawn By:

Checked By:

Job No:

TO THE BEST OF THE ARCHITECT'S

AND/OR ENGINEER'S KNOWLEDGE

THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS

So ut h M an ha tta n Av en ue

,T am pa ,F

L 3

-2

T:8

F:8

C G

C w w lo n ga n da a o o s c i te s s c m

IS D

T IS

IAL

, A

ISC

, U

RIZ

E, DIS

TIO

LIC

T T

S W

RIT

TEN

O F L

IBI

TED

L R

S R

L a O N G

O C

S r c h it e c t s e n g in e e r s in c

1/6/2025 11:46:08 AM

SD2.1

L E

SIO

C O

N, FL

L&A

ERC

100% PERMIT DOCUMENT

23008

DECEMBER 18, 2024

EXISTING 2ND

FLOOR FRAMING

DEMOLITION PLAN

SCALE: 1/4" = 1'-0"1 EXISTING 2ND FLOOR FRAMING DEMOLITION PLAN

KEYNOTE LEGEND

NO. DESCRIPTION

S0919 REMOVE EXISTING WALKWAY CANOPY ROOF PANEL DECK TO DRAIN COLUMN AND FRAME AS

REQUIRED. PROVIDE AND INSTALL NEW CANOPY FRAME AND ROOF DESIGN BY A SPECIALTY

ENGINEER - MATCH EXISTING ON COMPLETION OF 2" EXPANSION JOINT CONSTRUCTION.

SD3006 CAREFULLY CHIP AWAY AND REMOVE +/- 2'-0" X 3'-0" OF CONCRETE ALONG THE SOUTH END OF

EACH HC WALKWAY EDGE BEAM WHILE MAINTAINING INTACT THE EXISTING (2) #4

LONGITUDINAL BEAM REINFORCING BARS AND #4 BARS @ 16" OC CAST WITHIN THE 2"

CONCRETE TOPPING AND HOOKED INTO THE HC WALKWAY EDGE BEAM IN ORDER TO PREPARE

FOR WORK SHOWN IN SECTION 3/ S2.1

SX3308 EXISTING 8" HOLLOW CORE PLANKS W/ 2" (+/-) CONCRETE TOPPING, PROTECT & MAINTAIN SX3404 REFER TO DRAWING SX1.1 AND SX1.2 FOR HISTORICAL PHOTOS SHOWING THE EXTENT OF

CONCRETE DISTRESS BEFORE AND AFTER TEMPORARY REPAIRS. REMOVE TEMPORARY

REPAIRS AND STUCCO FINISH FROM STRUCTURALLY DISTRESSED CONCRETE COLUMNS AND

BEAMS IN ORDER TO REPAIR CONCRETE DAMAGE ACCORDING TO "TYPICAL CONCRETE REPAIR"

DETAIL 5/ S4.1.

SCALE: 3/4" = 1'-0"2 SECTION

SCALE:NTS

KEYPLAN

0' 2' 4' 8'

NO. DATE ISSUES & REVISIONS

1 03-17-23 60% CDs 2 04-26-2023 100% CD's

3 12-18-2024 100% PERMIT DOCUMENTS

4 01-03-2025 REV #1

El m er R

. C ha se , S ta te o f

Flo rid a, P ro fe ss io na l E ng in ee r, Lic en se N o.

Th is

Ite m h as b ee n di gi d an d se al ed b y

El m er R

. C ha se , P

E, on us in g a

D ig ita l S ig na tu re

Pr in te d co pi es o f t hi s d oc um en t a re id er ed si gn ed a nd se al ed a nd th e sig na tu re m us t b e ve rif ie d on tro ni c co pi es

BLDG B

BLDG A

AREA SHOWN

A B

B.7 C

22' - 8" 29' - 4" 20' - 8" 8' - 8"

SD3.1

EX-16K2

EX-W18X35

EX-10" DIA PIPE XS

EX-22K4

4:1

SD3.1

E X - TS 5 X 3 X 1 / 4

SD3.1

E X

- T S

5 X 3 X 1 / 4

( T Y P )

METAL ROOF PANEL DECK

PROTECT & MAINTAIN

CAREFULLY REMOVE ROOFING,

EXISTING METAL DECK & FLASHING

AS REQUIRED FOR NEW WORK

CAREFULLY REMOVE STUCCO

FASCIA, SOFFIT AND STUD FRAMING

AS REQUIRED FOR NEW WORK

CAREFULLY REMOVE STUCCO

FASCIA, SOFFIT AND STUD FRAMING

AS REQUIRED FOR NEW WORK

CAREFULLY REMOVE ROOFING,

EXISTING METAL DECK & FLASHING

AS REQUIRED FOR NEW WORK

SX0901SX0901

EXISTING CONCRETE BEAM

PROTECT & MAINTAIN

EXISTING

RF DRAIN

EX-TS4X2X3/16

COL

COLCOL

SX6002SX6002

EX-TS4X2X3/16

(TYP)

W/ TS5x3x1/4 ABOVE

COL

EXISTING JOIST SEAT TO

BE MODIFIED FOR NEW

WORK - REFER TO

SECTION & DETAILS

REMOVE ROOFING

SYSTEM AS REQUIRED

TEMPORARY SHORING AS

REQUIRED SHALL BE DESIGNED

BY A SPECIATY STRUCTURAL

ENGINEER CURRENTLY

REGISTERED IN THE STATE OF

FLORIDA EXTEND TO SLAB ON

GRADE

REMOVE STUCCO SOFFIT

AND STUD FRAMING AS

REQUIRED FOR WORK

FIELD VERIFY

EXISTING

STUCCO FASCIA

PROTECT & MAINTAIN

SD1001

SX1001

SX0901

SAW-CUT & REMOVE METAL

ROOFING AS REQUIRED

FOR NEW WORK

REMOVE PT WD BLOCKING

& METAL ROOFING

FLASHING

3" 2"

CENTER OF NEW CONC BEAM

REFER TO DWG S3.1

AS REQ'D, FIELD VERIFY

CUT & REMOVE PORTION OF JOIST

TOP CHORD & SEAT

SX3405

CENTER OF EXISTING

CONC BEAM

SX0901SX0901

A. REFER TO DWG S0.1 FOR "STRUCTURAL NOTES"

B. REFER TO DETAIL 1 ON DWG S0.1 FOR "MINIMUM COMPONENT & CLADDING NOMINAL

DESIGN WIND LOADS (PSF)"

C. REFER TO SX1.1 AND SX1.2 FOR EXISTING PHOTOS SHOWING EXTENT OF STRUCTURAL

DAMAGE AND ADDITIONAL DEMOLITION NOTES.

NOTES:

= INDICATES EXISTING METAL ROOF DECK SPAN DIRECTION

= INDICATES SLOPE OF EXISTING METAL ROOF DECK

= INDICATES EXISTING STEEL FRAMING MEMBER SIZE,

PROTECT & MAINTAIN, FIELD LOCATE AS REQUIRED

LEGEND:

DECK

SPAN

EXST SLOPE

EX-16K2

EXISTING BEAM CONNECTION

TO EMBED PLATE TO BE

REPAIRED, REF PHOTO 2E

REMOVE STUCCO FASCIA

AND STUD FRAMING AS

REQUIRED FOR WORK

REMOVE EXISTING

METAL DECK, ROOFING &

FLASHING AS REQUIRED

FOR NEW WORK

EXISTING ROOF FRAMING

BEYOND TO BE MODIFIED FOR

NEW EXPANSION JOINT - REFER

TO STRUCTURAL DWGS FOR

ADDITIONAL INFO

SX3404

SD0002

(ALL SIDES)

SD0002

ALUMINUM GUARDRAIL

REF PHOTO 2D

SX3404 (ALL SIDES)

SX5003

SX0901SX0901

EX-W18EX-22K

SX5007SX5007SX5007

EX-TS5x3

NOTE: THIS SECTION PROVIDED

FOR GENERAL REFERENCE

Se al

R R . C

, P .E.

Date:

Phase:

Drawn By:

Checked By:

Job No:

TO THE BEST OF THE ARCHITECT'S

AND/OR ENGINEER'S KNOWLEDGE

THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS

So ut h M an ha tta n Av en ue

,T am pa ,F

L 3

-2

T:8

F:8

C G

C w w lo n ga n da a o o s c i te s s c m

IS D

T IS

IAL

, A

ISC

, U

RIZ

E, DIS

TIO

LIC

T T

S W

RIT

TEN

O F L

IBI

TED

L R

S R

L a O N G

O C

S r c h it e c t s e n g in e e r s in c

1/6/2025 11:46:09 AM

SD3.1

L E

SIO

C O

N, FL

L&A

ERC

100% PERMIT DOCUMENT

23008

DECEMBER 18, 2024

EXISTING ROOF

FRAMING

DEMOLITION PLAN

SCALE:NTS

KEYPLAN

KEYNOTE LEGEND

NO. DESCRIPTION

SD0002 CAREFULLY DETACH AND REMOVE EXISTING GUARDRAIL CONNECTION AS REQUIRED FOR NEW

CONSTRUCTION.

SD1001 REMOVE EXISTING CAULKING, CLEAN AND PREPARE SURFACES FOR NEW CAULKING

SX0901 EXISTING ROOFING & ROOF FRAMING PROTECT & MAINTAIN

SX1001 EXISTING FLASHING, PROTECT & MAINTAIN

SX3404 REFER TO DRAWING SX1.1 AND SX1.2 FOR HISTORICAL PHOTOS SHOWING THE EXTENT OF

CONCRETE DISTRESS BEFORE AND AFTER TEMPORARY REPAIRS. REMOVE TEMPORARY

REPAIRS AND STUCCO FINISH FROM STRUCTURALLY DISTRESSED CONCRETE COLUMNS AND

BEAMS IN ORDER TO REPAIR CONCRETE DAMAGE ACCORDING TO "TYPICAL CONCRETE REPAIR"

DETAIL 5/ S4.1.

SX3405 EXISTING CONCRETE BEAM PROTECT & MAINTAIN

SX5003 EXISTING STEEL BEAM PROTECT & MAINTAIN

SX5007 EXISTING CFS FRAMING, PROTECT & MAINTAIN

SX6002 EXISTING STEEL JOIST BRIDGING - PROTECT & MAINTAIN

SCALE: 1/4" = 1'-0"1 EXISTING ROOF FRAMING DEMOLITION PLANN

0' 2' 4' 8'

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

SCALE: 3/4" = 1'-0"2 SECTION

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

NO. DATE ISSUES & REVISIONS

1 03-17-23 60% CDs 2 04-26-2023 100% CD's

3 12-18-2024 100% PERMIT DOCUMENTS

4 01-03-2025 REV #1

El m er R

. C ha se , S ta te o f

Flo rid a, P ro fe ss io na l E ng in ee r, Lic en se N o.

Th is

Ite m h as b ee n di gi d an d se al ed b y

El m er R

. C ha se , P

E, on us in g a

D ig ita l S ig na tu re

Pr in te d co pi es o f t hi s d oc um en t a re id er ed si gn ed a nd se al ed a nd th e sig na tu re m us t b e ve rif ie d on tro ni c co pi es

SD3006

S0028S0028

TEMPORARY PATCH 2ND FLOOR PHOTO 4A - 2/20/2023

SD3006

REF PHOTO 4C

2ND FLOOR, WEST INTERIOR ELEVATION OF CORRIDOOR

A & B PHOTO 5A - 2/20/2023

BUILDING

EXPANSION JOINT

REF PHOTO 5B

REF PHOTO

1/SX1.2 FOR LIMITS

OF FLOOR CRACKS

AND SIKAGARD

2ND FLOOR PHOTO 2A - 6/30/2022

SD3006

2ND FLOOR PHOTO 2B - 6/30/2022

SD3006

2ND FLOOR PHOTO 6B - 2/20/2023

S0023

SD3006

SD0002SD0002

SX0006

2ND FLOOR PHOTO 6A- 2/20/2023

S0023

ROOF PHOTO 2F - 6/30/2022

ROOF PHOTO 2E - 6/30/2022

SD0001

S5022

S5021

S5023

S3031 S3032 }-

S5020

S5020S5020S5020

2ND FLOOR PHOTO 5B - 2/20/2023

SD0002

SX0006

SD0002

SX0008

BUILDING EXPANSION JOINT LOCATION

2ND FLOOR PHOTO 4B - 6/30/2022

SD3006

EXTENT OF STRUCTURAL DAMAGE

TEMPORARY PATCH 2ND FLOOR PHOTO 4C - 2/20/2023

SD3006

TEMPORARY PATCH 2ND FLOOR PHOTO 2C - 2/20/2023

EXTENT OF

STRUCTURAL

DAMAGE

ELEVATION AT BUILDINGEXPANSION JOINT

PHOTO - 6/30/2022

PHOTO 2D, 2E, 2F

PHOTO 2A, 2B, 2C

ROOF FASCIA PHOTO 2D 6/30/2022

SD0002

SD0002SD0002

SX0008

S5022S5022S5022

SX0006

Se al

R R . C

, P .E.

Date:

Phase:

Drawn By:

Checked By:

Job No:

TO THE BEST OF THE ARCHITECT'S

AND/OR ENGINEER'S KNOWLEDGE

THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS

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1/6/2025 11:46:13 AM

SX1.1

L E

SIO

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N, FL

L&A

ERC

100% PERMIT DOCUMENT

23008

DECEMBER 18, 2024

EXISTING PHOTOS

SCALE: NTS3 EXISTING PHOTO

SCALE: NTS4 EXISTING PHOTOS

SCALE: NTS5 EXISTING PHOTOS

SCALE: NTS6 EXISTING PHOTO

SCALE: NTS1 EXISTING COURTYARD PHOTO

SCALE: NTS2 EXISTING PHOTOS

NOTE:

ALL TEMPORARY PATCHES TO BE REMOVED IN ORDER TO REPAIR

STRUCTURAL DAMAGE OBSERVED 2/20/2022 PER THESE DWGS.

EXTENT OF STRUCTURAL DAMAGE

EXTENT OF

STRUCTURAL

DAMAGE

KEYNOTE LEGEND

NO. DESCRIPTION

S0023 ROUT AND SEAL ALL CRACKS 1/32" OR WIDER IN THE EXISTING CONCRETE

SURFACE OF THE EXISTING 2ND FLOOR WALKWAY PURSUANT TO DETAIL

1/S4.1 "GRAVITY FED EPOXY, RIGID CRACK REPAIR", WITHIN THE AREA OF

WORK THAT IS HEREIN DEFINED AS BETWEEN GRID LINES A-B/1-2. AFTER THE

CRACKS HAVE BEEN SEALED AND THE SURFACE HAS BEEN PRESSURE

WASHED CLEAN, APPLY (1) COAT OF SIKAGARD 740W SILANE BASED

REACTIVE WATER REPELLENT PENETRATING SEALER INSTALLED IN STRICT

ACCORDANCE WITH ALL MANUF'S RECOMMENDATIONS.

S0028 PROVIDE CONTROL JOINTS IN NEW CEMENTITIOUS FINISH ON BEAMS AND

COLUMNS TO MATCH THE EXISTING ADJACENT CONSTRUCTION

S3031 ROUT AND SEAL EXISTING VERTICAL CRACKS IN CONCRETE 1/32" TO 1/4" IN

WIDTH. SET APPROPRIATE INJECTION PORTS. SEAL PORTS AND SURFACE OF

CRACK W/ SIKADUR 31 / SIKADUR 33 HI-MOD GEL (OR APPROVED EQUAL).

WHEN THE EPOXY ADHESIVE SEAL HAS CURED, INJECT SIKARDUR CRACK FIX

/ SIKADUR 35, SIKADUR 52 OR SIKADUR 55 (BASIS OF DESIGN) (OR APPROVED

EQUAL) WITH SLOW STEADY PRESSURE. REPAIR SURFACE TEXTURE TO

MATCH EXISTING.

S3032 REFER TO DETAIL 5/S4.1 FOR "TYPICAL CONCRETE REPAIR" AS APPLICABLE

S5020 ALL CORRODED STEEL BOLTS, CLIPS, AND SHEAR TAB CONNECTION

ELEMENTS IN STRUCTURAL DAMAGE ZONES SHALL BE GRINDED SMOOTH

AND SAND BLAST CLEAN IN ACCORDANCE WITH SSP3 SP6. STEEL SECTIONS

CONTAINING DEGREGATIONS EXCEEDING 10% OF THEIR ORIGINAL

CROSS-SECTIONAL AREA SHALL BE REPLACED WITH NEW, MATCHING, STEEL

SECTIONS NO LESS THAN 5/16" THICK FOR CLIP ANGLES AND 1/2" THICK FOR

SHEAR TABS. PAINT REPAIRED STEEL TO MATCH EXISTING AFTER ALL

REPAIRS ARE COMPLETE.

S5021 PROVIDE 1/4" THICK PLATE WASHER LARGE ENOUGH TO COVER ENTIRE

SLOTTED HOLE

S5022 (3) 3/4" DIAMETER, ASTM A325 BOLTS, FINGER TIGHT WITH BURRED THREADS,

CENTERED IN HORIZONTAL, LONG SLOTTED HOLE

S5023 EX-10" DIAMETER PIPE AND TS 5X3 ABOVE SHALL TERMINATE NO LESS THAN

1/2" FROM FACE OF FINISH WALL/COLUMN TEXTURE. CUT AND REINSTALL

WATER TIGHT STEEL END PLATES TO MATCH EXISTING AS REQUIRED.

SD0001 CAREFULLY REMOVE STUCCO IN ORDER TO EXPOSE ALL CRACKED AND

DAMAGED CONCRETE WITHIN THE EXTENTS OF STRUCTURAL DAMAGE ZONE

SHOWN.

SD0002 CAREFULLY DETACH AND REMOVE EXISTING GUARDRAIL CONNECTION AS

REQUIRED FOR NEW CONSTRUCTION.

SD3006 CAREFULLY CHIP AWAY AND REMOVE +/- 2'-0" X 3'-0" OF CONCRETE ALONG

THE SOUTH END OF EACH HC WALKWAY EDGE BEAM WHILE MAINTAINING

INTACT THE EXISTING (2) #4 LONGITUDINAL BEAM REINFORCING BARS AND #4

BARS @ 16" OC CAST WITHIN THE 2" CONCRETE TOPPING AND HOOKED INTO

THE HC WALKWAY EDGE BEAM IN ORDER TO PREPARE FOR WORK SHOWN IN

SECTION 3/ S2.1

SX0006 SECURE EXISTING GUARDRAIL TO NEW CONCRETE COLUMN - MATCH

EXISTING CONNECTION

SX0008 SECURE EXISTING GUARDRAIL TO SOFFIT FRAMING - MATCH EXISTING

CONNECTION

NO. DATE ISSUES & REVISIONS

1 03-17-23 60% CDs 2 04-26-2023 100% CD's

3 12-18-2024 100% PERMIT DOCUMENTS

4 01-03-2025 REV #1

El m er R

. C ha se , S ta te o f

Flo rid a, P ro fe ss io na l E ng in ee r, Lic en se N o.

Th is

Ite m h as b ee n di gi d an d se al ed b y

El m er R

. C ha se , P

E, on us in g a

D ig ita l S ig na tu re

Pr in te d co pi es o f t hi s d oc um en t a re id er ed si gn ed a nd se al ed a nd th e sig na tu re m us t b e ve rif ie d on tro ni c co pi es

S0024

S0903

2ND FLOOR PHOTO 1 - 2/20/2023

2ND FLOOR PHOTO 1A - 6/30/2022

2ND FLOOR PHOTO 1B - 6/30/2022

SI KAG AR D -7 4 0 W W ATER R EPEL L EN T

L I MI TS O F FL O O R C R AC K R EPAI R AN D

EXP J T TO G R I D L I N E "B"

EXTEN D + / - 2 ' -0 " BEYO N D

S0023

SX3308

S0023

SX3308

S0023

S0024

S0023S0023S0023

S0023

C J

SX3308SX3308

S0023S0023

SX3308SX3308

SD0002

SX0006

SD3006

S0024

SD0002

SX0007

SX3308

Se al

R R . C

, P .E.

Date:

Phase:

Drawn By:

Checked By:

Job No:

TO THE BEST OF THE ARCHITECT'S

AND/OR ENGINEER'S KNOWLEDGE

THESE PLANS AND SPECIFICATIONS

COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS

So ut h M an ha tta n Av en ue

,T am pa ,F

L 3

-2

T:8

F:8

C G

C w w lo n ga n da a o o s c i te s s c m

IS D

T IS

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ISC

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LIC

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L R

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L a O N G

O C

S r c h it e c t s e n g in e e r s in c

1/6/2025 11:46:14 AM

SX1.2

L E

SIO

C O

N, FL

L&A

ERC

100% PERMIT DOCUMENT

23008

DECEMBER 18, 2024

EXISTING PHOTOS

SCALE: NTS2 EXISTING PHOTO 2/20/2023

SCALE: NTS1 EXISTING CRACKS IN TO HC TOPPING

SCALE: 1/4" = 1'-0"3 EXISTING PHOTO 06/30/22

NOTE:

ALL TEMPORARY PATCHES TO BE REMOVED IN ORDER TO REPAIR

STRUCTURAL DAMAGE OBSERVED 2/20/2022 PER THESE DWGS.

KEYNOTE LEGEND

NO. DESCRIPTION

S0023 ROUT AND SEAL ALL CRACKS 1/32" OR WIDER IN THE EXISTING CONCRETE SURFACE OF THE EXISTING 2ND FLOOR

WALKWAY PURSUANT TO DETAIL 1/S4.1 "GRAVITY FED EPOXY, RIGID CRACK REPAIR", WITHIN THE AREA OF WORK THAT IS HEREIN DEFINED AS BETWEEN GRID LINES A-B/1-2. AFTER THE CRACKS HAVE BEEN SEALED AND THE SURFACE HAS BEEN PRESSURE WASHED CLEAN, APPLY (1) COAT OF SIKAGARD 740W SILANE BASED REACTIVE WATER REPELLENT PENETRATING SEALER INSTALLED IN STRICT ACCORDANCE WITH ALL MANUF'S RECOMMENDATIONS.

S0024 2" BUILDING EXPANSION JOINT LOCATION

S0903 SIKASIL WS-290 SILICONE JOINT SEALANT INSTALLED IN STRICT ACCORDANCE WITH MANUF'S RECOMMENDATIONS SD0002 CAREFULLY DETACH AND REMOVE EXISTING GUARDRAIL CONNECTION AS REQUIRED FOR NEW CONSTRUCTION.

SD3006 CAREFULLY CHIP AWAY AND REMOVE +/- 2'-0" X 3'-0" OF CONCRETE ALONG THE SOUTH END OF EACH HC WALKWAY EDGE

BEAM WHILE MAINTAINING INTACT THE EXISTING (2) #4 LONGITUDINAL BEAM REINFORCING BARS AND #4 BARS @ 16" OC CAST WITHIN THE 2" CONCRETE TOPPING AND HOOKED INTO THE HC WALKWAY EDGE BEAM IN ORDER TO PREPARE FOR

WORK SHOWN IN SECTION 3/ S2.1

SX0006 SECURE EXISTING GUARDRAIL TO NEW CONCRETE COLUMN - MATCH EXISTING CONNECTION SX0007 SECURE EXISTING GUARDRAIL TO REPAIRED CONCRETE SLAB - MATCH EXISTING CONNECTION SX3308 EXISTING 8" HOLLOW CORE PLANKS W/ 2" (+/-) CONCRETE TOPPING, PROTECT & MAINTAIN

NO. DATE ISSUES & REVISIONS

1 03-17-23 60% CDs 2 04-26-2023 100% CD's

3 12-18-2024 100% PERMIT DOCUMENTS

4 01-03-2025 REV #1

El m er R

. C ha se , S ta te o f

Flo rid a, P ro fe ss io na l E ng in ee r, Lic en se N o.

Th is

Ite m h as b ee n di gi d an d se al ed b y

El m er R

. C ha se , P

E, on us in g a

D ig ita l S ig na tu re

Pr in te d co pi es o f t hi s d oc um en t a re id er ed si gn ed a nd se al ed a nd th e sig na tu re m us t b e ve rif ie d on tro ni c co pi es

001 DESIGN CRITERIA

001.1 ALL WORK SHALL CONFORM TO THE STANDARDS OF THE 2023 FLORIDA BUILDING CODE, 8TH EDITION, THE 2023 FLORIDA BUILDING CODE - EXISTING BUILDING, 8TH EDITION, AND THE 2023 FLORIDA FIRE PREVENTION CODE, 8TH EDITION

001.2 DEAD LOADS:

ACTUAL WEIGHT OF MATERIAL USED

LIVE LOADS:

SLAB-ON-GRADE 100 PSF

ROOF 20 PSF

CORRIDORS ABOVE FLOOR 80 PSF

HANDRAILS & GUARDRAILS 50 PLF OR 200 LBS CONCENTRATED LOAD (WHICHEVER IS GREATER)

GRAB BARS 250 LBS CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT

001.2.1 COLATERAL LOADS AS SHOWN ON THE DESIGN DRAWINGS.

001.3 WIND LOADS PER AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-22 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES."

001.4 THE PROPOSED STRUCTURE IS LOCATED WITHIN THE WIND-BORNE DEBRIS REGION. REFERENCE SECTION 1609.1.2 FBC.

001.5 BASIC WIND SPEED, (3 SECOND GUST) VULT = 153 MPH (ULTIMATE WIND SPEED)

VASD = 119 MPH (EQUIVALENT NOMINAL WIND SPEED)

001.6 WIND DIRECTIONALITY FACTOR (Kd) = 0.85

001.7 BUILDING RISK CATEGORY = III

001.8 WIND EXPOSURE CATEGORY = EXPOSURE C, WITH NO SIGNIFICANT ESCARPMENTS.

001.9 BUILDING ENCLOSURE CLASSIFICATION = ENCLOSED BUILDING

001.10 INTERNAL PRESSURE COEFFICIENT (GCpi) = +/- 0.18

001.11 ALL EXTERIOR COMPONENT AND CLADDING SHALL BE DESIGNED TO RESIST THE WIND PRESSURES INDICATED IN THE WALL AND ROOF "MINIMUM COMPONENT AND CLADDING NOMINAL DESIGN WIND PRESSURES" TABLES ON THESE DRAWINGS.

001.12 SEISMIC ZONE: ZERO.

001.13 EXISTING BUILDING GRAVITY AND LATERAL LOAD COMPLIANCE STATEMENT: EXISTING, UNALTERED STRUCTURAL ELEMENTS CARRYING GRAVITY AND LATERAL LOADS, TO THE REST OF OUR KNOWLEDGE AND BELIEF, HAVE NOT BEEN INCREASED GREATER THAN 5 PERCENT, AND THE DEMAND - CAPACITY RATIO FOR EXISTING LATERIAL LOAD - CARRYING STRUCTURAL ELEMENTS HAVE NOT

BEEN INCREASED GREATER THAN 10 PERCENT.

520 FLORIDA PRODUCT APPROVAL

520.1 IN ACCORDANCE WITH THE FLORIDA PRODUCT APPROVAL SYSTEM, MANUFACTURERS OF ROOFING AND ALL STRUCTURAL COMPONENTS THAT AFFECT THE STRUCTURAL INTEGRITY OF BUILDINGS DURING HURRICANES MUST SUBMIT THE FOLLOWING DOCUMENTATIONS TO THE OFFICES OF LONG AND ASSOCIATES FOR REVIEW AND APPROVAL:

1. EVIDENCE THAT THE PRODUCT HAS BEEN EVALUATED FOR COMPLIANCE WITH STANDARDS ESTABLISHED BY THE CURRENT FLORIDA BUILDING CODE BY A FLORIDA BUILDING COMMISSION APPROVED ENTITY OR FLORIDA LICENSED

P.E. OR REGISTERED ARCHITECT.

2. EVIDENCE THAT THE MANUFACTURER HAS CONTRACTED WITH A FLORIDA BUILDING COMMISSION APPROVED QUALITY ASSURANCE ENTITY TO MONITOR MANUFACTURING PRODUCTION AND HAS ACTIVELY COMPLIED OR HAVE

THE PRODUCT LISTED AND LABELED BY A COMMISSION APPROVED CERTIFICATION PROGRAM.

3. INSTALLATION INSTRUCTIONS CONSISTENT WITH THE EVALUATION OF COMPLIANCE.

520.2 PRODUCTS INSTALLED OVER THE STRUCTURAL ROOF DECK SHALL BE TESTED AS AN ASSEMBLY, INCLUSIVE OF THE STRUCTURAL DECK BY AN APPROVED INDEPENDENT TESTING LABORATORY, IN ACCORDANCE WITH ANSI/AAMA/NWWDA 101/IS2 STANDARD AND BEAR AN AAMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND

APPROVED PRODUCT TESTING ENTITY.

520.3 PRODUCTS INSTALLED OVER THE STRUCTURAL ROOF DECK SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS IN ORDER TO SAFELY RESIST THE "MINIMUM COMPONENT AND CLADDING WIND PRESSURES" FOR THE ROOF FIELD, CORNERS AND EDGES, AS APPLICABLE, INDICATED ON THESE DRAWINGS. ANCHORAGE SHALL BE SUBSTANTIATED BY SIGNED, SEALED (EMBOSSED), AND DATED CALCULATIONS PERFORMED BY A STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF FLORIDA. CALCULATIONS SHALL BE SUBMITTED TO THE A/E FOR REVIEW PRIOR TO

FABRICATION OR ERECTION.

STRUCTURAL NOTES

002 GENERAL

002.1 GENERAL NOTES AND TYPICAL DETAILS APPLY TO ALL STRUCTURAL FEATURES UNLESS OTHERWISE SHOWN OR NOTED. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL

BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS.

002.2 ANCHORS ARE TO BE INSTALLED WITHIN A TOLERANCE OF 1/4" OF SPECIFIED LOCATION.

002.3 A SOIL OR WASTE PIPE OR A BUILDING DRAIN, ETC PASSING UNDER OR THROUGH A FOOTING SHALL BE PROVIDED WITH A RELIEVING ARCH, OR THERE SHALL BE BUILT INTO THE FOUNDATION AN IRON PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH FOR PIPES 6"ø AND LESS, AND ONE PIPE SIZE GREATER THAN THE PIPE PASSING THROUGH FOR PIPES GREATER THAN 6"ø.

002.4 THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO ENSURE THE SAFETY OF WORKERS, THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, ETC. THAT MAY BE NECESSARY AS WELL AS FULL COMPLIANCE WITH ALL APPLICABLE OSHA REGULATIONS. OBSERVATION VISITS TO THE SITE BY LONG AND ASSOCIATES PERSONAL SHALL NOT INCLUDE INSPECTION FOR THESE ITEMS. ALL TEMPORARY SHORING BY FLORIDA REGISTERED SPECIALTY ENGINEER SHALL BE SUBMITTED TO L&A FOR REVIEW & APPROVAL BY THE PROJECT

STRUCTURAL ENGINEER OF RECORD.

002.5 IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE ALL WORK IS PERFORMED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

002.6 DIMENSIONS SHALL NOT BE SCALED.

002.7 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND/OR DATA PRESENTED ON THESE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ATTENTION OF LONG & ASSOCIATES IMMEDIATELY AND NECESSARY ADJUSTMENTS MADE PER THEIR INSTRUCTIONS.

002.8 SPECIALTY ENGINEER REQUIREMENTS: THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS IS ON RECORD STATING THE RESPONSIBILITIES OF PROFESSIONAL ENGINEERS, PURSUANT TO RULE 61G15-31. CERTAIN COMPONENTS OF THIS STRUCTURE REQUIRES THE WORK OF A SPECIALTY ENGINEER. ALL PROCEDURES STATED IN RULE 61G15-31 STATEMENT SHALL APPLY TO THIS

PROJECT.

002.9 SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THESE CONTRACT DOCUMENTS SHALL BE OF THE LATEST EDITION

APPROVED BY THE APPROPRIATE REGULATORY AGENCIES.

002.10 ALL FINISHED GRADE FOR 5FT (MIN) ALONGTHE EDGE OF DISTURBED SLAB-ON-GRADE SHALL SLOPE DOWNWARD NO

GREATER THAN 3% UNLESS OTHERWISE NOTED.

002.11 SHOP DRAWINGS AND CALCULATIONS FOR SHORING AND SPECIALTY ENGINEERED BUILDING ELEMENTS MUST BE SIGNED AND SEALED BY THE CURRENTLY REGISTERED, FLORIDA SPECIALTY ENGINEER RESPONSIBLE FOR THE DESIGN AT TIME OF

SUBMISSION PROVIDED TO L & A FOR REVIEW PRIOR TO ERECTION.

410 FOUNDATION

410.1 DESIGN SOIL BEARING PRESSURE IS 2000 PSF BASED UPON THE FOUNDATION RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL EXPLORATION REPORT BY PSI DATED JANUARY 19, 1999. WATER SHOULD NOT BE ALLOWED TO POND IN FOUNDATION EXCAVATIONS. CONCRETE FOUNDATIONS SHOULD HAVE REINFORCEMENT AND CONCRETE PLACED THE SAME DAY, ELSE EXCAVATIONS SHOULD BE ADEQUATELY PROTECTED.

410.2 QUALITY ASSURANCE COMPACTION DENSITY UNDER FOOTINGS AND SLABS SHALL BE A MINIMUM OF 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 (MODIFIED PROCTOR) THROUGHOUT. IN ADDITION TO THIS MINIMUM COMPACTION REQUIREMENT, THE BEARING SOILS MUST EXHIBIT STABILITY AND BE FREE OF "PUMPING" CONDITIONS. IMMEDIATELY PRIOR TO REINFORCING STEEL PLACEMENT THE BEARING SURFACES OF ALL FOOTING AND FLOOR SLAB AREAS SHALL BE COMPACTED USING

HAND-OPERATED MECHANICAL TAMPERS.

410.3 FOOTINGS SHALL NOT BE PLACED ABOVE SLOPES EXCEEDING ONE VERTICAL AND TWO HORIZONTAL AS MEASURED FROM

THE CLOSEST EDGE OF ANY UNDISTURBED SOIL OR OTHER FOUNDATION STRUCTURE.

410.4 ALL FOOTINGS SHALL BE CENTERED UNDER COLUMN OR WALL CENTERLINES UNLESS SHOWN OR NOTED OTHERWISE.

410.5 THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF ALL UTILITIES ABOVE AND BELOW GRADE UON.

LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF EXCAVATION WORK. IF UTILITIES ARE INDICATED TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS. SHOULD UNCHARTED, OR INCORRECTLY CHARTED, PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED IN WRITING BY L&A AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. PROVIDE MINIMUM OF 48_HOUR NOTICE TO THE OWNER, AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY.

410.6 PROTECTION OF PERSONS AND PROPERTY: BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING LIGHTS. OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL EXCAVATIONS IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDE-SLOPES TO ENSURE THAT PERSONS WORKING IN OR NEAR EXCAVATIONS ARE PROTECTED.

410.7 DEWATERING: PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY RAIN OR WATER ACCUMULATION. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. INSTALL A DEWATERING SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERING IS NO LONGER REQUIRED. REMOVE WATER TO PREVENT SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. PROVIDE AND MAINTAIN PUMPS, WELL POINTS, SUMPS, SUCTION AND DISCHARGE LINES, AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM

EXCAVATIONS.

410.8 ENGINEERED FILL: IS TO BE USED FOR COMPACTED FILL AND SHALL BE EVALUATED AND TESTED PRIOR TO PLACEMENT TO DETERMINE IF IT IS SUITABLE. SUITABLE ENGINEERED FILL SHALL BE DEFINED AS A NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940 WITH AT LEAST 90 PERCENT PASSING A 1-1/2 INCH SIEVE…

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