2412-02_PCSB_Northeast_HS_Roof_Permit_Set_Arch_2025.04.16_S&S.pdf

A

1 2 3 4 5

B

C

D

1 2 3 4 5

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

R

IG

H T

E D

M A

T E

R

IA

L A

N D

T R

A D

E S

E C

R E

T I N

F O

R M

A T

IO

N

B E

L O

N G

IN

G

E X

C L U

S

IV

E L Y

T O

W

IL

L

IA

M S

O N

D A

C A

R A

S S

O C

IA

T

E S

IN

C

A N

Y U

N A

U T

H O

R

IZ

E D

U S

E

D

IS

C L O

S U

R E

D

IS

S

E M

IN

A

T

IO

N O

R D

U P

L

IC

A T

IO

N

O F

A N

Y O

F T

H E

I N

F O

R M

A T

IO

N

C O

N T

A

IN

E D

H E

R E

IN

M

A Y

R E

S U

L T

I N

L

IA

B

IL

IT

Y

U N

D E

R

P

P L

IC

A B

L E

L A

W S

WDA Project No:

ARCHITECT :

2605 Enterprise Rd. E, Suite 200, Clearwater, Florida 33759

(727) 725-0951 www.wdastudio.com

NOTE:

TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND PROJECT

MANUALS ARE COMPLETE AND COMPLY WITH THE FLORIDA

BUILDING CODE 8TH EDITION AND FLORIDA FIRE PREVENTION CODE

8TH EDITION

ARCHITECT OF RECORD: DATE

ARCHITECT: Williamson Design Associates

ENGINEERING MATRIX, INC.

2860 SCHERER DR, STE 640, ST. PETERSBURG, FL 33716

PHONE (727) 573-4656

MECH, PLUM, ELEC.:

PINELLAS COUNTY SCHOOLS

1111 BELCHER ROAD LARGO, FLORIDA 33773

KEVIN K. HENDRICK, SUPERINTENDENT

LAURA HINE - CHAIRPERSON, AT LARGE D1 | LISA N. CANE - AT LARGE D2 | DAWN M. PETERS - AT LARGE D3

EILEEN M. LONG - SINGLE MEMBER D4 | KATIE BLAXBERG - SINGLE MEMBER D5

STEPHANIE MEYER - SINGLE MEMBER D6 | CAPRICE EDMOND - VICE CHAIRPERSON, SINGLE MEMBER D7

PSCSB PROJECT NO: 9505

/1

/2

:2 :3

P

M

2412-02

04/16/2025

NORTHEAST HIGH SCHOOL ROOF REPLACEMENT -

BUILDINGS 3, 6, 19 & 28

5500 16th St. N St. Petersburg, FL 33703

PERMIT SET

N O

R T

H E

A S

T H

IG

H

S C

H O

O L R

O O

F R

E P

L A

C E

M E

N T

B

U

IL

D

IN

G S

P E

R M

IT

S

T

/1

/2

04/18/2025

HGT.

AS REQUIRED

DRINKING WATER FOUNTAIN

CENTERLINE

NUMBER OR POUND

ACOUSTICAL

ADJUSTABLE

AIR CONDITIONING

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

PERPENDICULAR OR STRUCTURAL TEE

CHANNEL

DIAMETER OR ROUND

ALUMINUM

AMERICAN SOCIETY TESTING MATERIALS

AMERICAN INSTITUTE OF ARCHITECTS

ANCHOR BOLT

ANODIZED

ARCHITECT(URAL)

AUTOMATIC

BACK SPLASH

BASEMENT

BEARING

BETWEEN

BITUMINOUS

BLOCKING

BUILDING

BUILT-UP

ALIGN WITH WINDOW MULLION

CARPET (ED)

CATCH BASIN

CERAMIC TILE

CHAMFER

CHAIN LINK

CAST IRON

CIRCUMFERENCE

CLEARANCE

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CONTRACTOR

CONTINUOUS OR CONTINUE

CONTROL JOINT

CLEAR TEMPERED PLATE GLASS

COUNTER

CAST IN PLACE

FURNISHED INSTALLED

CLEAN OUT

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AMERICAN NATIONAL STANDARDS INSTITUTE

EXISTING

EXPOSED

EXPANSION JOINT

EXHAUST

ELECTRIC WATER HEATER

EACH WAY

ELEVATION

ELECTRIC

ELECTRIC HAND DRYER

DOWN LEADER

DRAWING

DOWN SPOUT

DIMENSION

DIAMETER

CASE DRAIN

COLD WATER

ELECTRIC WATER COOLER

GYPSUM WALL BOARD

GENERAL

GRADE (GRADING)

GALVANIZED IRON

GALVANIZED

FLUORESCENT

FLOOR (ING)

FLASHING

FINISH (ED)

FACE OF STUDS

FACE OF FINISH

FACE OF CONCRETE

FINISH FLOOR

FIRE EXTINGUISHER

FIRE ALARM

FACE OF STRUCTURAL MASONRY

FACE OF FINISHED MASONRY

FACE OF SHEATHING

EXTERIOR

HEATING/VENTILATING/

HEADER

HARDWARE

AIR CONDITIONING

A.R.

D.F.

EA.

ABV.

ACOUS.

ADJ.

A/C

A.F.F.

ALT.

AL.

ALUM.

A.S.T.M.

A.I.S.C.

A.I.A.

AB.

ANOD.

ARCH.

AUTO.

A.N.S.I.

BKSPL.

AWWM.

BRG.

BM.

BTWN.

BIT.

BLK.

BLKG.

BD.

BOT.

BRK.

BLDG.

BU.

BSMT.

CPT.

C.B.

CTR.

CLG.

CEM.

C.T.

CHAM.

CHN LNK

C.I.

C.I.P.

C.F.C.I.

CIR.

CIRCUM.

CLR

COL

CONC

CMU

CONST.

CONTR.

CONT.

CJ

CTPG

CTR

CO.

DN

DL

DWG

DS

DIM

DIA

DTL

DCD

CW

EXIST./EXTG.

EXP.

EJJT/ E.J.

EXH.

E.W.H.

E.W.

EQ.

ELEV

ELEC

E.W.C.

E.H.D.

FLUOR

FLR.

FLASH.

FIN.

FOF

FOC.

F.F./ FIN. FL

F.CLG/ FIN. CEIL.

FE.

FA

H OR HT.

GYP./GWB

GEN.

GD.

G.I.

GALV.

FT.

FTG.

FOS.

F.O.S.M.

F.O.SH.

FOFM

EXT.

HVAC.

HDR.

HDW.

E

BEAM

BRICK

BLOCK

BOARD

BOTTOM

CENTER

CEILING

CEMENT

CIRCLE

COLUMN

EACH

EAST

DOWN

EQUAL

DETAIL

FOOT

HEIGHT

FOOTING

ANGLE

AND

ABOVE

AT

FINISH CEILING

NATIONAL FIRE PROTECTION AGENCY

OCCUPATIONAL SAFETY AND

OWNER FURNISHED OWNER INSTALLED, (N.I.C.)

OWNER FURNISHED CONTRACTOR INSTALLED

SPANDRELITE PANEL GLASS

TINTED TEMPERED PLATE GLASS

REFLECTED

PLASTIC LAMINATE

TO MATCH EXISTING

REFERENCE OR SEE

INSIDE DIAMETER

INCLUDING

LEADED GLASS

LAMINATED GLASS

LAVATORY

LAMINATE (D)

JUNCTION

JANITORS CLOSET

JUNCTION BOX (ES)

INTERIOR

LIVE LOAD

INSULATE (D) (ING) (TION)

MANUFACTURE (ER)

MARBLE

MASONRY

MASONRY OPENING

MAXIMUM

MOISTURE RESISTANT

MOUNTED

MECHANIC (AL)

MIRROR GLASS

MISCELLANEOUS

NOT TO SCALE

ON CENTER (S)

OPENING

OVER ALL

MATERIAL

NATL. ELECTRIC CODE

NATL. SANITATION FOUND.

HEALTH ADMINISTRATION

PROPERTY LINE

PLYWOOD

ONE WAY GLASS

OPPOSITE HAND

PRESSURE TREATED

REFERENCE

REINFORCING

REQUIRED

ROUGH OPENING

RIGHT OF WAY

SCHEDULE

PAPER TOWEL DISPENSER

POUNDS PER CUBIC FOOT

POUNDS PER LINEAL FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REVISION (S) (REVISED)

OUTSIDE DIAMETER

LIGHT WEIGHT

SOLID CORE

SPECIFICATION (S)

STAINLESS STEEL

SANITARY SEWER

STANDARD

STORAGE

STRUCTURAL

TOP AND BOTTOM

TOP OF FOUNDATION

TELEPHONE

TOP OF MASONRY

TOP OF CONCRETE

TO MATCH

TOP OF WALL

TOP OF ROOF DECK

SUSPENDED

TOTAL DYNAMIC HEAD

TOP OP ROOF PERIMETER

TONGUE AND GROOVE

TYPICAL

VAPOR BARRIER

VERTICAL

VENT THRU ROOF

WIDTH OR WEST

WATER CLOSET

VENEER PLASTER

WITHOUT

WATER PROOFING

WELDED WIRE FABRIC

WIRE GLASS

WATER HEATER

UNLESS OTHERWISE NOTED

VINYL COMPOSITION TILE

TELEVISION

HOSE BIB

HORIZONTAL (LY)

HOLLOW METAL

PLAM

LT.WT.

MANUF.

MARB.

MECH.

NFPA.

OSHA

O.F.O.I.

O.F.C.I.

PLYWD

REINF.

REQ'D.

SPEC.

STOR

STRUCT

T & B

T. OF F.

T.O.R.D.

T.O.R.F.

SUSP.

T & G.

VERT.

WNDW

W. HTR.

REFL

T.M.E.

RE:

LG.

LL.

LDG.

M.O.

MAS.

MAX.

MIN.

M/R

MTL.

MTD.

MG.

NTS

NEC

N.

MISC.

OA.

OC.

OPG.

NSF

MAT.

PNT

O.H.

OWG.

PL

P/LF

P/SF

P/CF

PTD.

PT.

P.T.

REF.

RAD.

RO

R/W

SCH.

SHT.

REV.

PSI

OD.

SC

S.

S.S.

S/S

STD

STL.

SPG

T.M.

TOH.

T.O.M.

T.O.C.

TEL.

TTPG

T.O.W.

TYP.

V.B.

U.O.N.

VTR.

VP

W.

WC.

W/

VCT.

W/O

WT.

WG

WD

WWF.

WP.

TV.

INSUL.

HORZ.

ID.

INCL.

JC

JB

INT.

L.

JT.

JCT.

LAV.

LAM.

HR.

HB.

HM.

MINIMUM

METAL

NORTH

PAINT

POINT

RADIUS

SHEET

SOUTH

STEEL

WITH

WINDOW

WOOD

WEIGHT

LENGTH

JOINT

HOUR

HEIGHT

FLOORFL.

DEMOLITIONDEMO

MASONRY CONTROL JOINTMCJ

RESTROOMR.R.

TEMPORARYTEMP.

INFORMATIONINFOR.

TRANSITIONTRANS.

B.O. BOTTOM OF

HANDICAPPED ACCESSIBLEH.C.

FLORIDA BUILDING CODE (S)FBC

F.V. FIELD VERIFY

ABBREVIATIONS

EPS EXPANDED POLYSTYRENE

W1

P-1

X

XXX

XX

XXX

XX

XXX

XX

XXX

100A

A0.13 1

BUILDING SECTION MARK

WALL SECTION MARK

GRADE / EARTH

CONCRETE

EXISTING WALL

SEE PARTITION TYPE/ WALL TYPE

REVISION MARK

DETAIL MARK

INTERIOR ELEVATION MARK

WINDOW NUMBER

PARTITION TYPE

DOOR NUMBER

ROOM NUMBER

EXTERIOR ELEVATION MARK

NEW WALL

SEE PARTITION TYPE/ WALL TYPE

STUCCO, PLASTER OR G.W.B.

SYMBOL AND MATERIAL LEGEND

NOTE:

SPECIFIC DETAILS MAY CONTAIN SYMBOLS FOR MATERIALS

THAT DIFFER FROM THESE GENERAL ITEMS NOTED.

DEMOLITION KEYED NOTE

NEW WORK KEYED NOTE

CEILING - 2X2 LAY-IN TILE

CEILING - 2X4 LAY IN TILE

BATT INSULATION

30'-03"

TOP OF BEAM

ELEVATION MARK

NORTH SYMBOL

1. VERIFY ALL CONDITIONS & DIMENSIONS & REPORT ANY DISCREPANCIES TO

THE ARCHITECT PRIOR TO BEGINNING WORK. VERIFY & BE RESPONSIBLE

FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. THE ARCHITECT MUST BE

NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS & CONDITIONS

SHOWN BY THESE DRAWINGS AT THE TIME OF DISCOVERY.

2. THE PLANS SHOW THE LOCATION OF ALL FIXTURES & EQUIPMENT & ARE

INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE &

LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY &

ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE

WORK, BUT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS

WORK.

3. NO WORK IS TO BE INSTALLED PRIOR TO THE SUBMISSION AND APPROVAL

OF APPROPRIATE AND REQUIRED SHOP DRAWINGS, SAMPLES, ETC. AS

DESCRIBED IN THE CONTRACT DOCUMENTS.

4. PROVIDE A COMPLETE & FINISHED PRODUCT. ANY ITEMS NOT SPECIFIED,

OR IDENTIFIED, BUT REQUIRED TO COMPLETE AN ASSEMBLY, SYSTEM, ETC.

SHALL BE CONSIDERED PART OF THIS CONTRACT.

5. COORDINATE AND ASSURE THAT ALL ITEMS OF WORK WILL FIT AND

FUNCTION IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS AND

THAT INDIVIDUAL PIECES OF THE SAME AND DIFFERENT SYSTEMS WILL

PROPERLY FUNCTION IN CONFORMANCE WITH THE CONTRACT

DOCUMENTS, THE MANUFACTURER AND INDUSTRY STANDARDS.

6. BE RESPONSIBLE FOR ALL DAMAGE, INSIDE OR OUTSIDE THE LIMIT OF

WORK DUE TO OPERATIONS. RESTORE ALL DAMAGED AREAS OR ITEMS TO

THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

PROVIDE ALL TEMPORARY PROTECTION AS REQUIRED TO PROPERLY

SECURE THE SITE AND THE BUILDING FROM INTRUDERS, ANIMALS, AND THE

ELEMENTS.

7. BE RESPONSIBLE FOR ANY EXISTING MATERIAL OR SYSTEM INTEGRATED

WITH SCOPE OF WORK FOR CONFORMANCE WITH THE CONTRACT

DOCUMENTS AND OBJECTIVES OF THIS PROJECT. ALL CLEARANCES AND

CONFLICTS OF ANY AND ALL CONSTRUCTION; FRAMING/ MECHANICAL/

PLUMBING/ ELECTRICAL/ ETC REQUIRED SHALL BE ADJUSTED FOR PROPER

FIT, ACCESSIBILITY AND FUNCTION.

8. BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND WORK

DESCRIBED IN THE DRAWINGS. INDIVIDUAL CONTRACTORS SHALL BE

RESPONSIBLE FOR THE CONFORMANCE OF THEIR DESIGN AND EXECUTION

TO ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES AND

ORDINANCES, ZONING BYLAWS AND GOVERNING AGENCIES AS WELL AS

OSHA, NFPA AND THE HEALTH ACTS.

9. PURSUE THIS WORK IN A CLEAN, ORGANIZED, AND PROFESSIONAL MANNER

AND BE RESPONSIBLE FOR MAINTAINING THE SAFETY AND SECURITY OF

THE SITE DURING CONSTRUCTION.

10. IN THE EVENT OF A CONFLICT WITH ITEMS OR SYSTEMS SPECIFIED OR

DETAILED IN MORE THAN ONE LOCATION, PROVIDE THE MORE EXPENSIVE

OR HIGHER QUALITY ITEM.

11. SUPPLY ALL ITEMS IDENTIFIED TO BE PROVIDED IN THE SPECIFICATIONS OR

THE DRAWINGS INDEPENDENT OF BEING INDICATED WITHIN THE OTHER.

12. COORDINATE ALL DIMENSIONS OR EQUIPMENT & BUILT IN ITEMS WITH FINAL

PLACEMENT LOCATIONS AS-BUILT CONDITIONS.

13. IN ADDITION TO THE REQUIREMENTS OF THE SPECIFICATIONS ALL

MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE

MANUFACTURERS SPECIFICATIONS AND RELATED TRADE PRACTICES OR

STANDARDS. THE PREPARATIONS AND MODIFICATIONS OF UNDERLYING

CONDITIONS SHALL BE COMPLETE AND READY FOR THE NEXT TRADE OR

PRODUCT. ALL WORK SHALL BE IN CONFORMANCE WITH GOOD TRADE

PRACTICE AND PERFORMED BY SKILLED WORKERS, TRAINED IN THE

INSTALLATION OF THE PRODUCT BEING INSTALLED. WORK NOT

CONFORMING TO THESE REQUIREMENTS SHALL BE CAUSE FOR

REJECTION. SATISFACTORY REMEDIES MAY INVOLVE COMPLETE REMOVAL

AND REPLACEMENT OF DEFECTIVE WORK OR MATERIAL AT THE

CONTRACTORS EXPENSE.

14. BE RESPONSIBLE FOR ALL REQUIRED AS BUILT WORK DRAWINGS,

CALCULATIONS AND DIAGRAMS FOR ALL SYSTEMS AS IDENTIFIED IN THE

DRAWING SPECS AT THE TIME OF INSTALLATION. COORDINATION

DRAWINGS ARE REQUIRED PER SPECIFICATIONS TO IDENTIFY PROPER FIT

AND FUNCTIONS AS WELL AS IDENTIFY ANY POSSIBLE CONFLICTS PRIOR TO

COMMENCING WITH SPECIFIC WORK.

15. ANY CONTRACTOR, SUBCONTRACTOR, INDIVIDUAL, COMPANY, OR THEIR

DESIGNEES PERFORMING WORK OR SERVICES FOR THIS PROJECT, BE IT

FOR MATERIALS, LABOR OR BOTH SHALL BE RESPONSIBLE FOR THE

DETAILED EXAMINATION OF EXISTING CONDITIONS AT THE SITE, AS

INDICATED IN DRAWINGS, OR IN OTHER INFORMATION AVAILABLE FROM A

PUBLIC AGENCY OR UTILITY COMPANY. NO CONSIDERATION SHALL BE

GIVEN FOR CLAIMS MADE AS A RESULT OF FAILURE TO UNDERSTAND,

IDENTIFY OR ESTABLISH EXISTING CONDITIONS. ANY DAMAGE TO EXISTING

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT

HIS OWN EXPENSE.

16. SPECIFICATIONS & REQUIREMENTS INDICATED ON THE DRAWINGS ARE

CONSIDERED MINIMUM ACCEPTABLE CRITERIA & MAY BE SUPERSEDED BY

MORE STRINGENT CRITERIA REQUIRED AS PART OF THE DOCUMENTS.

NOTIFY THE ARCHITECT FOR ANY POSSIBLE CONFLICTS OR

DISCREPANCIES PRIOR TO COMMENCING THE SPECIFIC WORK..

17. ALL WOOD IN CONTACT WITH THE CONCRETE, MASONRY OR AS INDICATED

OR REQUIRED SHALL BE PRESSURE PRESERVATIVE TREATED.

18. COORDINATE & VERIFY ALL EXTERIOR WALL CONTROL & EXPANSION

JOINTS PRIOR TO THE COMMENCEMENT OF SPECIFIC WORK.

19. ALL CONDUIT, PIPING & DUCTWORK PENETRATING ANY RATED ASSEMBLY

CEILING OR WALLS SHALL HAVE AN APPROVED FIRE RATED ASSEMBLY FOR

THE SPECIFIC APPLICATION, AS SHOWN HEREIN AND / OR IN THE

SPECIFICATIONS.

20. ALL FINISHES SHALL BE PROTECTED WHERE INDICATED AS THE FINAL

FINISH OR FINISH TO REMAIN. BE RESPONSIBLE FOR ALL REPAIRS TO

PRODUCE A UNIFORM FINISH AT FINAL COMPLETION.

21. ALL ROOF PENETRATIONS AND JOINTS SHALL BE PROPERLY FLASHED AND

CAULKED TIGHT WITH SPECIFIED SEALANT APPLICABLE TO THE

CONDITIONS, AND PROVIDE A WEATHER TIGHT ASSEMBLY

PROJECT NOTES

LOCATION MAPS

LOCATION

DRAWING TITLE:

SHEET NO.

WDA PROJ. NO:

OWNER PROJ. NO:

SCALE: REFER TO SHEET

ISSUE/REVISION OF DRAWINGS:

ARCHITECT: AA0002541

ENGINEER: EB 0006884

PHASE:

CHECKED:

DRAWN:

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

R

IG

H T

E D

M A

T E

R

IA

L A

N D

T R

A D

E S

E C

R E

T I N

F O

R M

A T

IO

N

B E

L O

N G

IN

G

E X

C L U

S

IV

E L Y

T O

W

IL

L

IA

M S

O N

D A

C A

R A

S S

O C

IA

T

E S

IN

C

A N

Y U

N A

U T

H O

R

IZ

E D

U S

E

D

IS

C L O

S U

R E

D

IS

S

E M

IN

A

T

IO

N O

R D

U P

L

IC

A T

IO

N

O F

A N

Y O

F T

H E

I N

F O

R M

A T

IO

N

C O

N T

A

IN

E D

H E

R E

IN

M

A Y

R E

S U

L T

I N

L

IA

B

IL

IT

Y

U N

D E

R A

P P

L

IC

A B

L

W S

/1

/2

:2 :3

P

M

INDEX, GENERAL

NOTES &

ABBREVIATIONS

th

S t.

N S t.

P e te rs b u rg

F

L

T-2

2412-02

PERMIT SET

N O

R T

H E

A S

T H

IG

H

S C

H O

O L R

O O

F R

E P

L A

C E

M E

N T

B

U

IL

D

IN

G S

WDA

WDA

B6

DRAWING INDEX

SHEET

NUMBER SHEET NAME

VOLUME

SET

0 - GENERAL SHEETS

T-1 COVER

T-2 INDEX, GENERAL NOTES & ABBREVIATIONS

A1 - DEMOLITION ROOF PLANS

A0.1 OVERALL DEMOLITION ROOF PLAN

A0.2 DEMOLITION ROOF PLAN - BUILDING 3

A0.3 DEMOLITION ROOF PLAN - BUILDING 6

A0.3.1 DEMOLITION ROOF PLAN NOTES - BUILDING 6

A0.4 DEMOLITION ROOF PLAN - BUILDING 19

A0.5 DEMOLITION ROOF PLAN - BUILDING 28

A1 - ROOF PLANS

A1.0 OVERALL NEW ROOF PLAN

A1.1 NEW ROOF PLAN - BUILDING 3

A1.2 NEW ROOF PLAN - BUILDING 6

A1.3 NEW ROOF PLAN - BUILDING 19

A1.4 NEW ROOF PLAN - BUILDING 28

A1 - ROOF PLANS

A1.5 TAPERED INSULATION LAYOUT PLAN - BUILDING 6

A1.6 TAPERED INSULATION LAYOUT PLAN - BUILDING 19

A1.7 TAPERED INSULATION LAYOUT PLAN - BUILDING 28

A5 - PARTITION TYPES AND DETAILS

A5.1 ROOF DETAILS

A5.2 ROOF DETAILS

A5.3 ROOF DETAILS

A5.4 ROOF DETAILS

A5.5 ROOF DETAILS (PCS STANDARDS) 1

A5.6 ROOF DETAILS (PCS STANDARDS)

S - STRUCTURAL

S1.0 WIND LOAD PLAN - BUILDING 3

S1.1 WIND LOAD PLAN - BUILDING 6

S1.2 WIND LOAD PLAN - BUILDING 19

S1.3 WIND LOAD PLAN - BUILDING 28

S1.4 PARTIAL ROOF FRAMING PLAN - BUILDING 19

S5.1 STRUCTURAL DETAILS

M - MECHANICAL

M0.0 MECHANICAL SYMBOLS LEGEND

M1.0.3 DEMOLITION MECHANICAL ROOF PLAN BLDG 3

M1.0.6 DEMOLITION MECHANICAL ROOF PLAN BLDG 6

M1.0.19 DEMOLITION MECHANICAL ROOF PLAN BLDG 19

M1.0.28 DEMOLITION MECHANICAL ROOF PLAN BLDG 28

M1.1.3 MECHANICAL ROOF PLAN BLDG 3

M1.1.6 MECHANICAL ROOF PLAN BLDG 6

M1.1.19 MECHANICAL ROOF PLAN BLDG 19

M1.1.28 MECHANICAL ROOF PLAN BLDG 28

M3.1 MECHANICAL DETAILS

M4.1 MECHANICAL SCHEDULES

P - PLUMBING

P0.0 PLUMBING NOTES LEGEND AND FIXTURE SCHEDULE

P1.0.3 DEMOLITION PLUMBING ROOF PLAN BLDG 3

P1.0.6 DEMOLITION PLUMBING ROOF PLAN BLDG 6

P1.0.19 DEMOLITION PLUMBING ROOF PLAN BLDG 19

P1.0.28 DEMOLITION PLUMBING ROOF PLAN BLDG 28

P1.1.3 PLUMBING ROOF PLAN BLDG 3

P1.1.6 PLUMBING ROOF PLAN BLDG 6

P1.1.19 PLUMBING ROOF PLAN BLDG 19

P1.1.28 PLUMBING ROOF PLAN BLDG 28

E - ELECTRICAL

E0.0 ELECTRICAL GENERAL LEGEND & HVAC SCHEDULE

E1.1.3 POWER ROOF PLAN BLDG 3

E1.1.6 POWER ROOF PLAN BLDG 6

E1.1.19 POWER ROOF PLAN BLDG 19

E1.1.28 POWER ROOF PLAN BLDG 28

E5.1 ELECTRICAL DETAILS

E5.2 ELECTRICAL DETAILS

B3

B28

B19

NO. DATE DESCRIPTION

1 01/07/25 PH1 SD

2 03/04/25 PH2 DD

3 04/01/25 PH3 100% CD

4 04/16/25 PH4 100% CD PERMIT

B22

T H

S T

R E

E T

N O

R T

H

B24 B6

B26 B28

B23

B5 B3 B1

B17

B18

B19 B20

B25 B2

B1

NORTH

B1

SOUTH

54TH AVENUE NORTH

B21

P1P2

P3 P4 P5

NO SCALE

KEY PLAN

EXISTING ONE STORY

BUILDING 19

SHEET A0.4

EXISTING ONE STORY

BUILDING 6

SHEET A0.3

EXISTING ONE STORY

BUILDING 3

SHEET A0.2

EXISTING TWO STORY

BUILDING 28

SHEET A0.5

146' - 2 1/2"

196' - 1"

/2

88' - 8"

/2

130' - 3 1/2"

1. THESE ROOFING PLANS CONTAIN APPROXIMATE DEPICTIONS OF EXISTING CONDITIONS. EVERY

ROOFTOP VENT, PIPE, CONDUIT, SUPPORT, PIECE OF EQUIPMENT, AND OTHER TYPE OF ROOF

PENETRATION MAY NOT BE INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE EXISTING CONDITIONS AND ACCOUNTING FOR THEM IN THE BIDS. THE CONTRACTOR SHALL

COORDINATE WITH OWNER WHICH PIECES OF EQUIPMENT HAVE BEEN ABANDONED.

2. THE CONTRACTOR SHALL VISIT AND OBSERVE THE OVERALL PROJECT SITE AND ROOFING

SURFACE PRIOR TO SUBMITTING ANY BID. THE CONTRACTOR SHALL OBSERVE AND ACCOUNT FOR

THE CONDITION OF THE EXISTING ROOFING, FLASHING, GUTTER, DOWNLEADER, AND ROOFTOP

EQUIPMENT. THE CONTRACTOR SHALL ACCOUNT FOR LIMITATIONS OF ACCESS, ROOF REMOVAL

AND REPLACEMENT, STAGING AND OTHER OVERALL SITE FACTORS THAT MIGHT IMPACT THE

SCOPE OF WORK IN THE BID. COORDINATE WITH OWNER TO ENSURE THAT STAGING BARRIERS,

TEMPORARY UTILITIES, TRAFFIC CONTROL, AND PROTECTION OF OCCUPANTS IS ADHERED TO.

3. THE CONTRACTOR SHALL TYP REMOVE ALL ABANDONED EQUIPMENT AND THE ELECTRICAL

DISTRIBUTION TO IT (UNLESS DIRECTED OTHERWISE BY OWNER) AND REPAIR ALL DECK

OPENINGS PRIOR TO REROOFING. DECK REPAIR SHALL TYP BE DONE WITH THE STRUCTURAL

ROOF DECK MATERIAL USED FOR THE ORIGINAL ROOF DECK. WHERE STEEL DECKING IS USED,

THE NEW DECKING SHALL SPAN AS NOTED IN THE STRUCTURAL DRAWINGS. OTHER ROOF

DECKING MATERIALS SHALL BE REPAIRED PER THE MANUFACTURER'S STANDARD DETAILS AND

REQUIREMENTS AND RECOMMENDATIONS.

4. REMOVAL OF THE EXISTING ROOF DOWN TO THE EXISTING LIGHTWEIGHT CONCRETE OR

METAL DECK EXPOSED TO THE WEATHER AFTER DEMOLITION. ALL DAMAGE FROM WATER

INFILTRATION RELATED TO THE ROOF WORK SHALL THE RESPONSIBILITY OF THE CONTRACTOR

TO REPAIR AT NO COST TO THE OWNER OR ARCHITECT OR ENGINEER.

5. REMOVE EXISTING ROOFING SYSTEM, INCLUDING (WHERE PRESENT) BUT NOT LIMITED TO:

MODIFIED BITUMEN, FLASHING, EXPANSION JOINT COVERS, EDGE FLASHING AND ALL RELATED

ACCESSORIES. DO NOT DROP MATERIALS FROM ROOF TO GROUND. SWEEP EXPOSED ROOF

DECK CLEAN AND PREP FOR NEW ROOF SYSTEM, TO INCLUDE: MODIFIED BITUMEN ROOF SYSTEM, AND ALL RELATED FLASHING. PRIOR TO INSTALLATION OF ANY NEW ROOFING MATERIALS, ROOF

MUST BE CLEAN AND FREE OF ALL DEBRIS.

6. ALL ROOF-TOP EQUIPMENT SHALL REMAIN IN NORMAL OPERATION DURING THE PERIOD OF

REMOVAL AND REROOFING, EXCEPT AS REQUIRED FOR CURB REPLACEMENT OR WHEN INTAKES

MUST BE BLOCKED TO PREVENT FUMES AND DEBRIS FROM ENTERING EQUIPMENT OR AIR

INTAKES. COORDINATE ALL EQUIPMENT REMOVAL AND SHUT-DOWN WITH OWNER MAINTENANCE

AND STAFF TO MINIMIZE DISRUPTION TO THE OPERATION OF THE SCHOOL. REPLACE OR

REINSTALL ALL REMOVED EQUIPMENT AS REQUIRED IN THESE DRAWINGS IN A TIMELY MANNER

TO PREVENT DISRUPTION OF THE OPERATION OF THE SCHOOL. ALL REQUIRED EQUIPMENT SHUT

DOWN MUST BE COORDINATED 2-WEEKS IN ADVANCE OF THE REQUIRED SHUT DOWN.

7. NO WELDING IS TO TAKE PLACE OVER OCCUPIED SPACE BELOW. WHERE WELDING IS REQUIRED, PROVIDE PROTECTION FROM SPARKS FOR ALL SURROUNDING MATERIALS.

8. ALL DISCONNECTION AND REINSTALLATION OF ROOFTOP ELECTRICAL AND MECHANICAL

SYSTEMS ARE TO BE PERFORMED BY LICENSED, QUALIFIED ELECTRICAL AND MECHANICAL

CONTRACTORS. ALL REMOVED EQUIPMENT THAT IS TO BE REINSTALLED ON ROOF IS TO BE

STORED IN A CLEAN, DRY, SECURE LOCATION UNTIL REINSTALLATION.

9. THE CONTRACTOR SHALL SELECT AND INSTALL A ROOF SYSTEM AS DESCRIBED IN THESE

DRAWINGS AND SPECIFICATIONS, AND AS REQUIRED BY OWNER ANY ROOF SYSTEM SUPPLIED

THAT SUBSTANTIALLY DIFFERS FROM THE REQUIRED SYSTEM SHALL REQUIRE REDESIGN AND

REENGINEERING, REVISIONS TO DETAILS, REVIEWS, OWNER APPROVAL, AND

MEETINGS/COORDINATION BETWEEN DESIGNERS AND ENGINEERS, ALL AT THE CONTRACTOR'S

EXPENSE.

10. THE ROOF SYSTEM SELECTED BY THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA

BUILDING CODE AND CONFORM TO THE OWNER REQUIREMENTS NOTED IN THE PROJECT

MANUAL.

11. THE CONTRACTOR SHALL INSPECT THE EXISTING LIGHTWEIGHT CONCRETE AND INSULATION

SURFACE AFTER ROOFING SYSTEM IS REMOVAL AND IDENTIFY ALL AREAS OF APPARENT

DAMAGE, DETERIORATION, OR OTHER COMPROMISE TO THE DECK'S STRUCTURAL INTEGRITY AND

STABILITY FOR THE APPLICATION OF THE SELECTED INSULATION/REROOFING SYSTEM. SUCH

DAMAGE MAY BE PRE-EXISTING OR CAUSED BY THE REMOVAL OF THE EXISTING ROOFING

SYSTEM, ROOFTOP EQUIPMENT, OR ACCESSORIES. THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT AND ENGINEER OF ANY DAMAGE, DETERIORATED, OR UNSUITABLE LIGHTWEIGHT

CONCRETE.

12. UPON REMOVAL OF ROOFING SYSTEM, CONTRACTOR MUST NOTIFY ARCHITECT IF THERE ARE ANY EXISTING SIGNIFICANT CRACKS IN THE EXISTING LIGHTWEIGHT CONCRETE OR OTHER ROOF

SUBSTRATE.

13. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY WORK INDICATED IN THE

CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. OWNER

RESERVES THE RIGHT TO KEEP ANY MATERIALS FOUND DURING DEMOLITION. SUCH MATERIALS

SHALL BE IDENTIFIED SUCH THAT CONTRACTOR CAN PLACE ASIDE FOR OWNER.

14. DURING DEMOLITION THE CONTRACTOR SHALL PROVIDE HAND HELD FIRE EXTINGUISHER OR WATER SUPPLY CAPABLE OF 10 GAL./MINUTE FLOW FOR INCIDENTAL FIRES. IN ADDITION, THE

CONTRACTOR IS TO HAVE A TELEPHONE AVAILABLE TO CALL FOR EMERGENCIES.

15. THE CONTRACTOR SHALL VERIFY THAT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF

THE BUILDING SITE THROUGHOUT DEMOLITION & CONSTRUCTION.

16. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES

AS SET FORTH BY ALL GOVERNING AUTHORITIES.

17. THE CONTRACTOR SHALL CAP ALL MISC. ELECTRICAL, MECHANICAL, PLUMBING UTILITIES THAT

SERVICE THIS AREA AND ARE NOT REQUIRED FOR NEW CONSTRUCTION OR REQUIRED FOR

CONTINUED OPERATION OF EXISTING SYSTEMS OUT OF VIEW.

18. UPON FINAL REMOVAL OF ALL ROOFING MATERIALS, THE SURROUNDING AREAS SHALL BE

POLICED FOR MISCELLANEOUS DEBRIS TO BE REMOVED. LEAVE THE ROOF AREA IN A CLEAN

CONDITION.

19. ALL DEBRIS SHALL BE REMOVED FROM SITE DAILY TO AN APPROVED DUMPING FACILITY WHICH

MEETS FEDERAL AND LOCAL REQUIREMENTS, OR A CONTRACTOR SUPPLIED DUMPSTER

LOCATED PER OWNER. NO BURNING ON SITE WILL BE ALLOWED. OWNER'S DUMPSTER MAY NOT

BE USED.

20. THE CONTRACTOR SHALL REPAIR, CLEAN, OR REPLACE ANY DAMAGE TO THE EXISTING

ADJACENT FINISH MATERIALS, OTHER STRUCTURES, AND GROUND AREAS NOT BEING

DEMOLISHED.

21. AFTER DEMOLITION THE CONTRACTOR IS TO REPAIR AND PATCH ALL SURFACES EFFECTED BY

DEMOLITION, TO A LIKE NEW OR MATCHING ADJACENT CONDITION. MATCH BRICK, BLOCK,

STUCCO, ETC. AS MAYBE REQUIRED.

22. ALL EXISTING LIGHTWEIGHT CONCRETE THAT IS TO REMAIN AND IS DAMAGED FROM THE

REMOVAL OF THE EXISTING ROOF SYSTEM SHALL BE REPAIRED. ALL DIVOTS, CRACKS BIGGER

THEN A 1/4" SHOULD BE FILLED AND SMOOTHED OUT BEFORE NEW MATERIAL CAN BE ADDED. IF

WITH LIKE MATERIAL.

GENERAL DEMOLITION NOTES

DRAWING TITLE:

SHEET NO.

WDA PROJ. NO:

OWNER PROJ. NO:

SCALE: REFER TO SHEET

ISSUE/REVISION OF DRAWINGS:

ARCHITECT: AA0002541

ENGINEER: EB 0006884

PHASE:

CHECKED:

DRAWN:

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

R

IG

H T

E D

M A

T E

R

IA

L A

N D

T R

A D

E S

E C

R E

T I N

F O

R M

A T

IO

N

B E

L O

N G

IN

G

E X

C L U

S

IV

E L Y

T O

W

IL

L

IA

M S

O N

D A

C A

R A

S S

O C

IA

T

E S

IN

C

A N

Y U

N A

U T

H O

R

IZ

E D

U S

E

D

IS

C L O

S U

R E

D

IS

S

E M

IN

A

T

IO

N O

R D

U P

L

IC

A T

IO

N

O F

A N

Y O

F T

H E

I N

F O

R M

A T

IO

N

C O

N T

A

IN

E D

H E

R E

IN

M

A Y

R E

S U

L T

I N

L

IA

B

IL

IT

Y

U N

D E

R A

P P

L

IC

A B

W S

/1

/2

:2 :3

P

M

OVERALL

DEMOLITION

ROOF PLAN

th

S t.

N S t.

P e te rs b u rg

F

L

A0.1

2412-02

PERMIT SET

N O

R T

H E

A S

T H

IG

H

S C

H O

O L R

O O

F R

E P

L A

C E

M E

N T

B

U

IL

D

IN

G S

BL / TW

TAW

1" = 40'-0"A0.1

1 OVERALL DEMOLITION ROOF PLAN

NO. DATE DESCRIPTION

1 01/07/25 PH1 SD

2 03/04/25 PH2 DD

3 04/01/25 PH3 100% CD

AREA A

AREA B

12' - 11 1/2"

/2

19' - 0" 15' - 0 1/2" 44' - 3"

138' - 1"

53' - 0"

67' - 0"

/2

6' - 0 1/2"

8' - 2"

RD1 RD2

RD3 RD4

RD5 RD6

RD7RD8

RD9

RD10

RD11

RD12

RD13

RD14 RD15

RD16 RD17

RD18 RD19

3 333

3 3

MECHANICAL EQUIPMENT/ EXHAUST HOOD

INDICATES EXISTING WALL BELOW

ROOF LEGEND

DL DOWNLEADERS

PLUMBING VENTS

EXISTING ROOF DRAINS

THRU WALL OVERFLOW SCUPPER LOCATIONS

RD#

REMOVE PLUMBING VENT STACK FLASHING PLYS. CLEAN PPIPE IN PREPARATION FOR

NEW FLASHING. EXTEND PIPING TO MEET THE CODE REQUIREMENT HEIGHT OF 10"

MIN. ABOVE FINISH ROOF, IF NECESSARY.

REMOVE ALL ROOF FLASHING, BLOCKING, TRIM, EXISTING BUILT-UP ROOFING

SYSTEM, INSULATION, CRICKET, BALLAST AND MISCELLANEOUS PLYS, DOWN TO

EXISTING LIGHTWEIGHT CONCRETE DECK, CLEAN DECK FREE OF EMBEDS AND

ADHESIVES, PATCH AREAS FOR FOR SMOOTH UNIFORM SURFACE. CLEAN SURFACE

TO MANUFACTURER'S RECOMMENDATIONS (IF APPLICABLE).

REMOVE DRAIN STRAINER, RING AND RELATED HARDWARE. FULLY CLEAN INNER

SURFACE OF DRAIN BOWL TO REMOVE PITCH, MASTIC, GRAVEL, ASPHALT,

DEBRIS, ETC. AND CLEAN STRAINER RING SURFACE. INSPECT DRAIN BOWL FOR

CRACKS AND/OR DAMAGE. NOTIFY A/E IF DAMAGE IS FOUND. INSPECT DRAIN

BOWL TO PIPE CONNECTION TO ENSURE WATER TIGHT CONDITION. HAVE A

LICENSED PLUMBER, WHO IS FULLY TRAINED IN, AND HAS EXPERIENCE IN,

CLEARING/CLEANING ROOF DRAINS IN THIS SITUATION, AUGER/SNAKE CLEAN

DRAIN PIPE DOWN TO 30' PAST ROOF DRAIN. IF THE DRAIN CANNOT BE CLEANED

DOWN TO 30' THEN VERIFY INNER DRAIN PIPE CONDITION BY VIDEO CAMERA

EQUIPMENT. SUPPLY OWNER & A/E WITH VIDEO DOCUMENTATION IN DIGITAL

FORMAT. WATER TEST TO ENSURE UNRESTRICTED FLOW PRIOR TO INSTALLING

NEW DRAIN COMPONENTS. REPAINT EXPOSED SURFACES/AREAS IF NECESSARY/

NOTIFY OWNER & A/E IMMEDIATELY OF DAMAGE.

REMOVE EXISTING THRU WALL SCUPPER AND FLASHING. PREP OPENING FOR

INSTALLATION OF NEW SCUPPER FLASHING

EXISTING PARAPET CAP METAL, AND FLASHING, CLEATS AND RELATED

FLASHING TO BE REMOVED, TYP. ALL LOCATIONS. INSPECT EXISTING PARAPET

WALL FOR DAMAGE. NOTIFY A/E IF DAMAGE IS FOUND.

EXISTING TWO PIECE WALL REGLET SYSTEM TO BE REMOVED AND REPALCED. TYPICAL ALL

LOCATIONS.

EXISTING MECHANICAL EQUIPMENT TO BE REMOVED AND RE-INSTALLED. REMOVE

FLASHING, SHEATHING, MECHANICAL FASTENERS, SUPPORTS, AND CURB.

CONTRACTOR TO SUPPORT EXISTING MECHANICAL. EQUIPMENT UNTIL NEW CURB IS

INSTALLED. RECONNECT ELECTRICAL AND MECH UNIT ON NEW CURB.

PATCH ANY AND ALL EXISTING LIGHTWEIGHT CONCRETE ROOF SYSTEM AS NEEDED

DUE TO DEMOLITION OF EXISTING CONDITIONS. (TYP. ALL).

ROOF DEMOLITION NOTES:

REMOVE EXISTING SCUTTLE ASSEMBLY, CURB FLASHING AND PLYS, AND CAP

FASTENERS. EXISTING STEEL TO REMAIN. NOTIFY OWNER/ARCHITECT OF ANY

DAMAGE DISCOVERED DURING DEMOLITION. PREP FOR REINSTALL OF NEW ROOF

SCUTTLE ASSEMBLY. EXISTING ROOF LADDER TO BE REMOVED.

EXISTING ELECTRICAL CONDUIT TO REMAIN. EXISTING PITCH PAN TO BE REMOVED.

RELOCATED ELECTRICAL CONDUIT TO NEW STANDS.

EXISTING EDGE FLASHING, CLEATS, AND RELATED FLASHING TO BE REMOVED

TYPICAL ALL LOCATIONS. INSPECT EXISTING WALL BLOCKING FOR DAMAGE. NOTIFY

A/E IF DAMAGE IS FOUND.

CONTRACTOR TO VERIFY EXISTING ANTENNA, PIPE SUPPORT AND ATTACHMENTS ARE

IN USE. CONTRACTOR TO REMOVE ALL EXISTING IF NOT IN USE. IF IN USE

CONTRACTOR TO RERUN WIRES IN BUILDING TO NEW STAND FOR ANTENNAS.

EXISTING ELECTRICAL, PITCH PAN, SUPPORTS, ABANDONED CURBS AND ETC TO BE

REMOVED.

EXISTING MECHANICAL EQUIPMENT TO BE REMOVED. REMOVE FLASHING, SHEATHING,

MECHANICAL FASTENERS, SUPPORTS, CURB, EXISTING ABANDONED ELECTRICAL, AND

PITCH PAN. NEW MECHANICAL EQUIPMENT TO BE INSTALLED (REFER TO MECH.

DRAWINGS). NEW CURB TO BE PROVIDED FOR MECHANICAL EQUIPMENT.

EXISTING WALL MOUNTED ROOF ACCESS LADDERS TO BE REMOVED AND REPLACED.

TYP. ALL LOCATIONS

EXISTING PITCH PAN WITH STEEL ANGLE SUPPORT TO BE REMOVED. PATCH

LIGHTWEIGHT CONCRETE AS REQUIRED FOR NEW ROOF SYSTEM

EXISTING MECHANICAL EQUIPMENT TO BE UN-INSTALLED. CONTRACTOR TO REMOVE

EXISTING EXTENSION CURB, EXISTING CURB. EXISTING CHILL WATER PIPING TO BE

DISCONNECTED TO ACCOMMODATE NEW STRUCTURAL CURB UNIT. EXISTING STEEL

SUPPORTS ADJUST SUPPORT AS REQUIRED.

CONTRACTOR TO REMOVE EXISTING CONDENSATE LINES ON MECHANICAL UNITS AND

REINSTALL WITH NEW PIPE SUPPORTS AFTER NEW CURBS IS INSTALLED AND THE

EXISTING UNITS IS ON THE NEW CURB.

EXISTING GUTTERS TO BE REMOVED AND DOWNLEADERS (D.L.) ALL TO BE

REMOVED AND REINSTALLED AFTER NEW GUTTER IS INSTALLED.

REMOVE EXISTING THRU WALL SCUPPER AND FLASHING. INFILL OPENING TO MATCH

EXISTING CONSTRUCTION.

EXISTING LIGHTNING HORN SYSTEM TO BE UNINSTALLED AND STORED OFF ROOF

UNTILL NEW ROOF SYSTEM IS INSTALLED. ALL EXISTING WIRING TO BE REMOVED

FROM ROOF AND RE-RUN INSIDE BUILDING. CONTRACTOR TO CONTACT HUNTER

ROSS W/ THOR GUARD REGIONAL MANAGER AT 1-(813)-784-4865 or by Email:

Hunterross@verizon.net TO DO ALL WORK TO THE SYSTEM AND PROVIDE A PRICE

FOR THE WORK.

REMOVE ALL ROOF FLASHING, BLOCKING, TRIM, EXISTING BUILT-UP ROOFING

SYSTEM, INSULATION, CRICKET, BALLAST AND MISCELLANEOUS PLYS, AND

LIGHTWEIGHT CONCRETE DOWN TO EXISTING METAL DECK, CLEAN METAL DECK

FREE OF EMBEDS, LIGHTWEIGHT CONCRETE. CLEAN SURFACE OF METAL DECK

AND FLUTES TO MANUFACTURER'S RECOMMENDATIONS.

CONTRACTOR TO REMOVE EXISTING ELEC., PIPE AND RELOCATE TO NEW ROOF

PENETRATION VAULT CURB. COORDINATE WITH OWNER ON LOCATION FOR NEW

VAULT PENETRATION CURB.

EXISTING MOISTURE SATURATED LIGHTWEIGHT CONCRETE IN HATCHED AREAS

ARE TO BE RMEOVED DOWN TO THE EXISTINGMETAL DECK. PREP AREA FOR

INSTALLATION OF NEW LIGHTWEIGHT CONCRETE.

EXISTING GOOSENECK ASSEMBLY TO BE REMOVED. PREP AREA FOR

INSTALLATION OF NEW GOOSENECK ASSMEBLY.

1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY WORK

INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO

EXISTING FIELD CONDITIONS. OWNER RESERVES THE RIGHT TO KEEP ANY

MATERIALS FOUND DURING DEMOLITION. SUCH MATERIALS SHALL BE IDENTIFIED

SUCH THAT CONTRACTOR CAN PLACE ASIDE FOR OWNER.

2. DURING DEMOLITION THE CONTRACTOR SHALL PROVIDE HAND HELD FIRE

EXTINGUISHER OR WATER SUPPLY CAPABLE OF 10 GAL./MINUTE FLOW FOR

INCIDENTAL FIRES. IN ADDITION, THE CONTRACTOR IS TO HAVE A TELEPHONE

AVAILABLE TO CALL FOR EMERGENCIES.

3. THE CONTRACTOR SHALL VERIFY THAT EGRESS IS MAINTAINED FOR ALL

OCCUPIED AREAS OF THE BUILDING SITE THROUGHOUT DEMOLITION &

CONSTRUCTION.

4. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND

ORDINANCES AS SET FORTH BY ALL GOVERNING AUTHORITIES.

5. THE CONTRACTOR SHALL CAP ALL MISC. ELECTRICAL, MECHANICAL, PLUMBING

UTILITIES THAT SERVICE THIS AREA AND ARE NOT REQUIRED FOR NEW

CONSTRUCTION OR REQUIRED FOR CONTINUED OPERATION OF EXISTING

SYSTEMS OUT OF VIEW.

6. UPON FINAL REMOVAL OF ALL ROOFING MATERIALS, THE SURROUNDING AREAS

SHALL BE POLICED FOR MISCELLANEOUS DEBRIS TO BE REMOVED. LEAVE THE

ROOF AREA IN A VACUUMED CLEAN CONDITION.

7. ALL DEBRIS SHALL BE REMOVED FROM SITE DAILY TO AN APPROVED DUMPING

FACILITY WHICH MEETS FEDERAL AND LOCAL REQUIREMENTS, OR A CONTRACTOR

SUPPLIED DUMPSTER LOCATED PER OWNER. NO BURNING ON SITE WILL BE

ALLOWED. OWNER'S DUMPSTER MAY NOT BE USED.

8. THE CONTRACTOR SHALL REPAIR, CLEAN, OR REPLACE ANY DAMAGE TO THE

EXISTING ADJACENT FINISH MATERIALS, OTHER STRUCTURES, AND GROUND

AREAS NOT BEING DEMOLISHED.

9. AFTER DEMOLITION THE CONTRACTOR IS TO REPAIR AND PATCH ALL SURFACES

EFFECTED BY DEMOLITION, TO A LIKE NEW OR MATCHING ADJACENT CONDITION.

MATCH BRICK, BLOCK, STUCCO, ETC. AS REQUIRED.

GENERAL DEMOLITION NOTES

EXISTING ROOF DRAINS AND OVERFLOW DRAINS

GPMROOF DRAIN

ROOF

LOCATION

ROOF AREA

SF

DRAIN SIZE

EXISTING

OVERFLOW

DRAIN

OVERFLOW SIZE

RD 1 AREA "A" 1,295 60 4"

RD 2 AREA "A" 1,560 73 4"

RD 3 AREA "A" 1,507 70 4"

RD 4 AREA "A" 1,560 73 4"

RD 5 AREA "A" 1,920 89 4"

RD 6 AREA "A" 1,660 77 4"

RD 7 AREA "A" 273 13 3"

EXISTING ROOF DRAINS AND OVERFLOW DRAINS

GPMROOF DRAIN

ROOF

LOCATION

ROOF AREA

SF

DRAIN SIZE

EXISTING

OVERFLOW

DRAIN

OVERFLOW SIZE

RD8 AREA "A" 258 13 3"

RD 9 AREA "A" 740 35 3"

RD 10 AREA "A" 290 14 3"

RD 11 AREA "A" 290 14 3"

RD 12 AREA "A" 290 14 3"

RD 13 AREA "A" 310 15 3"

RD 14 AREA "B" 455 22 4"

RD 15 AREA "B" 455 22 4"

RD 16 AREA "B" 1,592 75 4"

RD 17 AREA "B" 1,306 62 4"

RD 18 AREA "B" 1,560 73

RD 19 AREA "B" 1,560 73

4"

4"

1. EXISTING MODIFIED BITUMEN ROOF SYSTEM TO BE REMOVED

2. EXISTING LIGHTWEIGHT CONCRETE TO REMAIN

3. EXISTING EPS BOARD TO REMAIN

4. EXISTING 1 1/2" METAL DECK TO REMAIN

EXISTING ROOF AREA "A, B" COMPOSITION

EXISTING STRUCTURE IS FLAT (NO SLOPE)

TABLE 1106.2 EXISTING STORM DRAIN PIPE SIZING

CAPACITY (GPM)

PIPE SIZE

(INCHES)

11178

VERTICAL DRAIN

1/16" PER FOOT

1/8" PER FOOT

1/4" PER FOOT

1/2" PER FOOT

ROOF SQUARE FOOTAGE

ROOF SQUARE FEET # OF SQUARES

BUILT-UP ROOF

SYSTEM AREA "A"

11,018 +/- 111 +/-

BUILT-UP ROOF

SYSTEM AREA "B"

6,858 +/- 69 +/-

NOTE:

ROOF SQUARE FOOTAGE NUMBERS IS ONLY FLAT

ROOF SQUARE FOOTAGE. THIS DOESN'T INCLUDE

PARAPET WALLS, FLASHING, CURBS, ETC.

B22

T H

S T

R E

E T

N O

R T

H

B24 B6

B26B28 B23

B5 B3 B1

B17

B18

B19 B20

B25 B2

B1

NORTH

B1

SOUTH

54TH AVENUE NORTH

B21

P1P2

P3 P4 P5

NO SCALE

KEY PLAN

DRAWING TITLE:

SHEET NO.

WDA PROJ. NO:

OWNER PROJ. NO:

SCALE: REFER TO SHEET

ISSUE/REVISION OF DRAWINGS:

ARCHITECT: AA0002541

ENGINEER: EB 0006884

PHASE:

CHECKED:

DRAWN:

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

R

IG

H T

E D

M A

T E

R

IA

L A

N D

T R

A D

E S

E C

R E

T I N

F O

R M

A T

IO

N

B E

L O

N G

IN

G

E X

C L U

S

IV

E L Y

T O

W

IL

L

IA

M S

O N

D A

C A

R A

S S

O C

IA

T

E S

IN

C

A N

Y U

N A

U T

H O

R

IZ

E D

U S

E

D

IS

C L O

S U

R E

D

IS

S

E M

IN

A

T

IO

N O

R D

U P

L

IC

A T

IO

N

O F

A N

Y O

F T

H E

I N

F O

R M

A T

IO

N

C O

N T

A

IN

E D

H E

R E

IN

M

A Y

R E

S U

L T

I N

L

IA

B

IL

IT

Y

U N

D E

R A

P P

L

IC

A B

W S

/1

/2

:2 :3

P

M

DEMOLITION

ROOF PLAN -

BUILDING 3

th

S t.

N S t.

P e te rs b u rg

F

L

A0.2

2412-02

PERMIT SET

N O

R T

H E

A S

T H

IG

H

S C

H O

O L R

O O

F R

E P

L A

C E

M E

N T

B

U

IL

D

IN

G S

WDA

WDA

3/32" = 1'-0"A0.2

1 DEMOLITION ROOF PLAN - BUILDING 3

NO. DATE DESCRIPTION

1 01/07/25 PH1 SD

2 03/04/25 PH2 DD

3 04/01/25 PH3 100% CD

AREA C

AREA D

AREA E

AREA F

AREA G

AREA G

AREA H

AREA I

RD20

RD21

RD22

RD23

RD24

RD25

RD26

RD27

RD28

RD29

RD30

RD31

RD32

RD33 RD34

RD35

RD36

RD37

RD38

RD39 RD40

26' - 11 1/2" 16' - 0 1/2"

26' - 0"

18' - 8 1/2" 60' - 10"

/2

114' - 8 1/2"

/2

30' - 1"

31' - 8"

32' - 0"

8' - 8"

14' - 3 1/2"

MECHANICAL EQUIPMENT/ EXHAUST HOOD

INDICATES EXISTING WALL BELOW

ROOF LEGEND

DL DOWNLEADERS

PLUMBING VENTS

EXISTING ROOF DRAINS

THRU WALL OVERFLOW SCUPPER LOCATIONS

RD#

REMOVE PLUMBING VENT STACK FLASHING PLYS. CLEAN PPIPE IN PREPARATION FOR

NEW FLASHING. EXTEND PIPING TO MEET THE CODE REQUIREMENT HEIGHT OF 10"

MIN. ABOVE FINISH ROOF, IF NECESSARY.

REMOVE ALL ROOF FLASHING, BLOCKING, TRIM, EXISTING BUILT-UP ROOFING

SYSTEM, INSULATION, CRICKET, BALLAST AND MISCELLANEOUS PLYS, DOWN TO

EXISTING LIGHTWEIGHT CONCRETE DECK, CLEAN DECK FREE OF EMBEDS AND

ADHESIVES, PATCH AREAS FOR FOR SMOOTH UNIFORM SURFACE. CLEAN SURFACE

TO MANUFACTURER'S RECOMMENDATIONS (IF APPLICABLE).

REMOVE DRAIN STRAINER, RING AND RELATED HARDWARE. FULLY CLEAN INNER

SURFACE OF DRAIN BOWL TO REMOVE PITCH, MASTIC, GRAVEL, ASPHALT,

DEBRIS, ETC. AND CLEAN STRAINER RING SURFACE. INSPECT DRAIN BOWL FOR

CRACKS AND/OR DAMAGE. NOTIFY A/E IF DAMAGE IS FOUND. INSPECT DRAIN

BOWL TO PIPE CONNECTION TO ENSURE WATER TIGHT CONDITION. HAVE A

LICENSED PLUMBER, WHO IS FULLY TRAINED IN, AND HAS EXPERIENCE IN,

CLEARING/CLEANING ROOF DRAINS IN THIS SITUATION, AUGER/SNAKE CLEAN

DRAIN PIPE DOWN TO 30' PAST ROOF DRAIN. IF THE DRAIN CANNOT BE CLEANED

DOWN TO 30' THEN VERIFY INNER DRAIN PIPE CONDITION BY VIDEO CAMERA

EQUIPMENT. SUPPLY OWNER & A/E WITH VIDEO DOCUMENTATION IN DIGITAL

FORMAT. WATER TEST TO ENSURE UNRESTRICTED FLOW PRIOR TO INSTALLING

NEW DRAIN COMPONENTS. REPAINT EXPOSED SURFACES/AREAS IF NECESSARY/

NOTIFY OWNER & A/E IMMEDIATELY OF DAMAGE.

REMOVE EXISTING THRU WALL SCUPPER AND FLASHING. PREP OPENING FOR

INSTALLATION OF NEW SCUPPER FLASHING

EXISTING PARAPET CAP METAL, AND FLASHING, CLEATS AND RELATED

FLASHING TO BE REMOVED, TYP. ALL LOCATIONS. INSPECT EXISTING PARAPET

WALL FOR DAMAGE. NOTIFY A/E IF DAMAGE IS FOUND.

EXISTING TWO PIECE WALL REGLET SYSTEM TO BE REMOVED AND REPALCED. TYPICAL ALL

LOCATIONS.

EXISTING MECHANICAL EQUIPMENT TO BE REMOVED AND RE-INSTALLED. REMOVE

FLASHING, SHEATHING, MECHANICAL FASTENERS, SUPPORTS, AND CURB.

CONTRACTOR TO SUPPORT EXISTING MECHANICAL. EQUIPMENT UNTIL NEW CURB IS

INSTALLED. RECONNECT ELECTRICAL AND MECH UNIT ON NEW CURB.

PATCH ANY AND ALL EXISTING LIGHTWEIGHT CONCRETE ROOF SYSTEM AS NEEDED

DUE TO DEMOLITION OF EXISTING CONDITIONS. (TYP. ALL).

ROOF DEMOLITION NOTES:

REMOVE EXISTING SCUTTLE ASSEMBLY, CURB FLASHING AND PLYS, AND CAP

FASTENERS. EXISTING STEEL TO REMAIN. NOTIFY OWNER/ARCHITECT OF ANY

DAMAGE DISCOVERED DURING DEMOLITION. PREP FOR REINSTALL OF NEW ROOF

SCUTTLE ASSEMBLY. EXISTING ROOF LADDER TO BE REMOVED.

EXISTING ELECTRICAL CONDUIT TO REMAIN. EXISTING PITCH PAN TO BE REMOVED.

RELOCATED ELECTRICAL CONDUIT TO NEW STANDS.

EXISTING EDGE FLASHING, CLEATS, AND RELATED FLASHING TO BE REMOVED

TYPICAL ALL LOCATIONS. INSPECT EXISTING WALL BLOCKING FOR DAMAGE. NOTIFY

A/E IF DAMAGE IS FOUND.

CONTRACTOR TO VERIFY EXISTING ANTENNA, PIPE SUPPORT AND ATTACHMENTS ARE

IN USE. CONTRACTOR TO REMOVE ALL EXISTING IF NOT IN USE. IF IN USE

CONTRACTOR TO RERUN WIRES IN BUILDING TO NEW STAND FOR ANTENNAS.

EXISTING ELECTRICAL, PITCH PAN, SUPPORTS, ABANDONED CURBS AND ETC TO BE

REMOVED.

EXISTING MECHANICAL EQUIPMENT TO BE REMOVED. REMOVE FLASHING, SHEATHING,

MECHANICAL FASTENERS, SUPPORTS, CURB, EXISTING ABANDONED ELECTRICAL, AND

PITCH PAN. NEW MECHANICAL EQUIPMENT TO BE INSTALLED (REFER TO MECH.

DRAWINGS). NEW CURB TO BE PROVIDED FOR MECHANICAL EQUIPMENT.

EXISTING WALL MOUNTED ROOF ACCESS LADDERS TO BE REMOVED AND REPLACED.

TYP. ALL LOCATIONS

EXISTING PITCH PAN WITH STEEL ANGLE SUPPORT TO BE REMOVED. PATCH

LIGHTWEIGHT CONCRETE AS REQUIRED FOR NEW ROOF SYSTEM

EXISTING MECHANICAL EQUIPMENT TO BE UN-INSTALLED. CONTRACTOR TO REMOVE

EXISTING EXTENSION CURB, EXISTING CURB. EXISTING CHILL WATER PIPING TO BE

DISCONNECTED TO ACCOMMODATE NEW STRUCTURAL CURB UNIT. EXISTING STEEL

SUPPORTS ADJUST SUPPORT AS REQUIRED.

CONTRACTOR TO REMOVE EXISTING CONDENSATE LINES ON MECHANICAL UNITS AND

REINSTALL WITH NEW PIPE SUPPORTS AFTER NEW CURBS IS INSTALLED AND THE

EXISTING UNITS IS ON THE NEW CURB.

EXISTING GUTTERS TO BE REMOVED AND DOWNLEADERS (D.L.) ALL TO BE

REMOVED AND REINSTALLED AFTER NEW GUTTER IS INSTALLED.

REMOVE EXISTING THRU WALL SCUPPER AND FLASHING. INFILL OPENING TO MATCH

EXISTING CONSTRUCTION.

EXISTING LIGHTNING HORN SYSTEM TO BE UNINSTALLED AND STORED OFF ROOF

UNTILL NEW ROOF SYSTEM IS INSTALLED. ALL EXISTING WIRING TO BE REMOVED

FROM ROOF AND RE-RUN INSIDE BUILDING. CONTRACTOR TO CONTACT HUNTER

ROSS W/ THOR GUARD REGIONAL MANAGER AT 1-(813)-784-4865 or by Email:

Hunterross@verizon.net TO DO ALL WORK TO THE SYSTEM AND PROVIDE A PRICE

FOR THE WORK.

REMOVE ALL ROOF FLASHING, BLOCKING, TRIM, EXISTING BUILT-UP ROOFING

SYSTEM, INSULATION, CRICKET, BALLAST AND MISCELLANEOUS PLYS, AND

LIGHTWEIGHT CONCRETE DOWN TO EXISTING METAL DECK, CLEAN METAL DECK

FREE OF EMBEDS, LIGHTWEIGHT CONCRETE. CLEAN SURFACE OF METAL DECK

AND FLUTES TO MANUFACTURER'S RECOMMENDATIONS.

CONTRACTOR TO REMOVE EXISTING ELEC., PIPE AND RELOCATE TO NEW ROOF

PENETRATION VAULT CURB. COORDINATE WITH OWNER ON LOCATION FOR NEW

VAULT PENETRATION CURB.

EXISTING MOISTURE SATURATED LIGHTWEIGHT CONCRETE IN HATCHED AREAS

ARE TO BE RMEOVED DOWN TO THE EXISTINGMETAL DECK. PREP AREA FOR

INSTALLATION OF NEW LIGHTWEIGHT CONCRETE.

EXISTING GOOSENECK ASSEMBLY TO BE REMOVED. PREP AREA FOR

INSTALLATION OF NEW GOOSENECK ASSMEBLY.

1. EXISTING MODIFIED BITUMEN ROOF SYSTEM TO BE REMOVED

2. EXISTING RECOVERY BOARD TO BE REMOVED

3. EXISTING RIGID INSULATION TO BE REMOVED

4. EXISTING 1 1/2" METAL DECK TO REMAIN

EXISTING ROOF AREA "D" COMPOSITION

EXISTING STRUCTURE IS SLOPED 0.25/12

1. EXISTING MODIFIED BITUMEN ROOF SYSTEM TO BE REMOVED

2. EXISTING LIGHTWEIGHT CONCRETE TO REMAIN EXISTING

3. EXISTING EPS BOARD TO REMAIN

4. EXISTING 1 1/2" METAL DECK TO REMAIN

EXISTING ROOF AREA "E, G - I" COMPOSITION

EXISTING STRUCTURE IS FLAT (NO SLOPE)

1. EXISTING MODIFIED BITUMEN ROOF SYSTEM TO BE REMOVED

2. EXISTING LIGHTWEIGHT CONCRETE TO BE REMOVED

3. EXISTING EPS BOARD TO BE REMOVED

4. EXISTING 1 1/2" METAL DECK TO REMAIN

EXISTING ROOF AREA "F" COMPOSITION

EXISTING STRUCTURE IS FLAT (NO SLOPE)

1. EXISTING MODIFIED BITUMEN ROOF SYSTEM TO BE REMOVED

2. EXISTING RECOVERY BOARD TO BE REMOVED

3. EXISTING TAPERED INSULATION TO BE REMOVED

4. EXISTING 1 1/2" METAL DECK TO REMAIN

EXISTING ROOF AREA "C" COMPOSITION

EXISTING STRUCTURE IS FLAT (NO SLOPE)

1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY WORK

INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO

EXISTING FIELD CONDITIONS. OWNER RESERVES THE RIGHT TO KEEP ANY

MATERIALS FOUND DURING DEMOLITION. SUCH MATERIALS SHALL BE IDENTIFIED

SUCH THAT CONTRACTOR CAN PLACE ASIDE FOR OWNER.

2. DURING DEMOLITION THE CONTRACTOR SHALL PROVIDE HAND HELD FIRE

EXTINGUISHER OR WATER SUPPLY CAPABLE OF 10 GAL./MINUTE FLOW FOR

INCIDENTAL FIRES. IN ADDITION, THE CONTRACTOR IS TO HAVE A TELEPHONE

AVAILABLE TO CALL FOR EMERGENCIES.

3. THE CONTRACTOR SHALL VERIFY THAT EGRESS IS MAINTAINED FOR ALL

OCCUPIED AREAS OF THE BUILDING SITE THROUGHOUT DEMOLITION &

CONSTRUCTION.

4. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND

ORDINANCES AS SET FORTH BY ALL GOVERNING AUTHORITIES.

5. THE CONTRACTOR SHALL CAP ALL MISC. ELECTRICAL, MECHANICAL, PLUMBING

UTILITIES THAT SERVICE THIS AREA AND ARE NOT REQUIRED FOR NEW

CONSTRUCTION OR REQUIRED FOR CONTINUED OPERATION OF EXISTING

SYSTEMS OUT OF VIEW.

6. UPON FINAL REMOVAL OF ALL ROOFING MATERIALS, THE SURROUNDING AREAS

SHALL BE POLICED FOR MISCELLANEOUS DEBRIS TO BE REMOVED. LEAVE THE

ROOF AREA IN A VACUUMED CLEAN CONDITION.

7. ALL DEBRIS SHALL BE REMOVED FROM SITE DAILY TO AN APPROVED DUMPING

FACILITY WHICH MEETS FEDERAL AND LOCAL REQUIREMENTS, OR A CONTRACTOR

SUPPLIED DUMPSTER LOCATED PER OWNER. NO BURNING ON SITE WILL BE

ALLOWED. OWNER'S DUMPSTER MAY NOT BE USED.

8. THE CONTRACTOR SHALL REPAIR, CLEAN, OR REPLACE ANY DAMAGE TO THE

EXISTING ADJACENT FINISH MATERIALS, OTHER STRUCTURES, AND GROUND

AREAS NOT BEING DEMOLISHED.

9. AFTER DEMOLITION THE CONTRACTOR IS TO REPAIR AND PATCH ALL SURFACES

EFFECTED BY DEMOLITION, TO A LIKE NEW OR MATCHING ADJACENT CONDITION.

MATCH BRICK, BLOCK, STUCCO, ETC. AS REQUIRED.

GENERAL DEMOLITION NOTES

ROOF SQUARE FOOTAGE

ROOF SQUARE FEET # OF SQUARES

BUILT-UP ROOF

SYSTEM AREA "C"

4,992 +/- 50 +/-

BUILT-UP ROOF

SYSTEM AREA "D"

2,848 +/- 29 +/-

NOTE:

ROOF SQUARE FOOTAGE NUMBERS IS ONLY FLAT

ROOF SQUARE FOOTAGE. THIS DOESN'T INCLUDE

PARAPET WALLS, FLASHING, CURBS, ETC.

BUILT-UP ROOF

SYSTEM AREA "E"

862 +/- 9 +/-

BUILT-UP ROOF

SYSTEM AREA "F"

1,318 +/- 14 +/-

BUILT-UP ROOF

SYSTEM AREA "G"

4,261 +/- 43 +/-

BUILT-UP ROOF

SYSTEM AREA "H"

7,696 +/- 77 +/-

BUILT-UP ROOF

SYSTEM AREA "I"

1,440 +/- 15 +/-

B22

T H

S T

R E

E T

N O

R T

H

B24 B6

B26B28 B23

B5 B3 B1

B17

B18

B19 B20

B25 B2

B1

NORTH

B1

SOUTH

54TH AVENUE NORTH

B21

P1P2

P3 P4 P5

NO SCALE

KEY PLAN

DRAWING TITLE:

SHEET NO.

WDA PROJ. NO:

OWNER PROJ. NO:

SCALE: REFER TO SHEET

ISSUE/REVISION OF DRAWINGS:

ARCHITECT: AA0002541

ENGINEER: EB 0006884

PHASE:

CHECKED:

DRAWN:

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

R

IG

H T

E D

M A

T E

R

IA

L A

N D

T R

A D

E S

E C

R E

T I N

F O

R M

A T

IO

N

B E

L O

N G

IN

G

E X

C L U

S

IV

E L Y

T O

W

IL

L

IA

M S

O N

D A

C A

R A

S S

O C

IA

T

E S

IN

C

A N

Y U

N A

U T

H O

R

IZ

E D

U S

E

D

IS

C L O

S U

R E

D

IS

S

E M

IN

A

T

IO

N O

R D

U P

L

IC

A T

IO

N

O F

A N

Y O

F T

H E

I N

F O

R M

A T

IO

N

C O

N T

A

IN

E D

H E

R E

IN

M

A Y

R E

S U

L T

I N

L

IA

B

IL

IT

Y

U N

D E

R A

P P

L

IC

A B

W S

/1

/2

:2 :4

P

M

DEMOLITION

ROOF PLAN -

BUILDING 6

th

S t.

N S t.

P e te rs b u rg

F

L

A0.3

2412-02

PERMIT SET

N O

R T

H E

A S

T H

IG

H

S C

H O

O L R

O O

F R

E P

L A

C E

M E

N T

B

U

IL

D

IN

G S

BL / TW

TAW

3/32" = 1'-0"A0.3

1 DEMOLITION ROOF PLAN - BUILDING 6

NO. DATE DESCRIPTION

1 01/07/25 PH1 SD

2 03/04/25 PH2 DD

3 04/01/25 PH3 100% CD

EXISTING ROOF DRAINS AND OVERFLOW DRAINS

GPMROOF DRAIN

ROOF

LOCATION

ROOF AREA

SF

DRAIN SIZE

EXISTING

OVERFLOW

DRAIN

OVERFLOW SIZE

RD 20 AREA "E" 851 40 3" -

RD 21 AREA "F" 2,795 131 6"

RD 22 AREA "G" 410 20 3"

RD 23 AREA "G" 410 20 3"

RD 24 AREA "G" 335 16 3"

RD 25 AREA "G" 335 16 3"

RD 26 AREA "G" 335 16 3"

RD 27 AREA "G" 335 16 3"

RD 28 AREA "G" 2,910 137 6"

RD 29 AREA "G" 1,050 50 4"

RD 30 AREA "H" 720 34 4"

RD 31 AREA "H" 530 25 4"

RD 32 AREA "H" 600 29 4"

RD 33 AREA "H" 660 31 4"

RD 34 AREA "H" 600 29 4"

RD 35 AREA "H" 1,740 82 4"

RD 36 AREA "H" 1,240 59 4"

RD 37 AREA "H" 660 31

RD 38 AREA "H" 670 32

4"

4"

RD 39 AREA "I" 2,600 122 6"

RD 40 AREA "I" 2,450 115 6"

TABLE 1106.2 EXISTING STORM DRAIN PIPE SIZING

CAPACITY (GPM)

PIPE SIZE

(INCHES)

11178

VERTICAL DRAIN

1/16" PER FOOT

1/8" PER FOOT

1/4" PER FOOT

1/2" PER FOOT

DRAWING TITLE:

SHEET NO.

WDA PROJ. NO:

OWNER PROJ. NO:

SCALE: REFER TO SHEET

ISSUE/REVISION OF DRAWINGS:

ARCHITECT: AA0002541

ENGINEER: EB 0006884

PHASE:

CHECKED:

DRAWN:

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

R

IG

H T

E D

M A

T E

R

IA

L A

N D

T R

A D

E S

E C

R E

T I N

F O

R M

A T

IO

N

B E

L O

N G

IN

G

E X

C L U

S

IV

E L Y

T O

W

IL

L

IA

M S

O N

D A

C A

R A

S S

O C

IA

T

E S

IN

C

A N

Y U

N A

U T

H O

R

IZ

E D

U S

E

D

IS

C L O

S U

R E

D

IS

S

E M

IN

A

T

IO

N O

R D

U P

L

IC

A T

IO

N

O F

A N

Y O

F T

H E

I N

F O

R M

A T

IO

N

C O

N T

A

IN

E D

H E

R E

IN

M

A Y

R E

S U

L T

I N

L

IA

B

IL

IT

Y

U N

D E

R A

P P

L

IC

A B

W S

P R

O F

E S

S

IO

N A

L

T H

E O

D O

R E

J W

IL

L

IA

M S

O N

A R

P

E

/1

/2

:2 :4

P

M

DEMOLITION

ROOF PLAN

NOTES -

BUILDING 6

th

S t.

N S t.

P e te rs b u rg

F

L

A0.3.1

2412-02

PERMIT SET

N O

R T

H E

A S

T H

IG

H

S C

H O

O L R

O O

F R

E P

L A

C E

M E

N T

B

U

IL

D

IN

G S

WDA

WDA

NO. DATE DESCRIPTION

1 01/07/25 PH1 SD

2 03/04/25 PH2 DD

3 04/01/25 PH3 100% CD

AREA J

AREA K

AREA L

RD41 RD42

RD43

RD44 RD45

RD46

RD47

RD48 RD49 RD50

RD51

RD52 RD53 RD54 RD55

RD56 RD57 RD58

RD59

18' - 6" 75' - 6"

35' - 7 1/2"

39' - 8"

39' - 9"

69' - 4 1/2"

14' - 1"

6' - 8"

115' - 2 1/2"

3 3

3 3 3

3 3 3 3

3 3 3

11 11

11 11 11

REMOVE PLUMBING VENT STACK FLASHING PLYS. CLEAN PPIPE IN PREPARATION FOR

NEW FLASHING. EXTEND PIPING TO MEET THE CODE REQUIREMENT HEIGHT OF 10"

MIN. ABOVE FINISH ROOF, IF NECESSARY.

REMOVE ALL ROOF FLASHING, BLOCKING, TRIM, EXISTING BUILT-UP ROOFING

SYSTEM, INSULATION, CRICKET, BALLAST AND MISCELLANEOUS PLYS, DOWN TO

EXISTING LIGHTWEIGHT CONCRETE DECK, CLEAN DECK FREE OF EMBEDS AND

ADHESIVES, PATCH AREAS FOR FOR SMOOTH UNIFORM SURFACE. CLEAN SURFACE

TO MANUFACTURER'S RECOMMENDATIONS (IF APPLICABLE).

REMOVE DRAIN STRAINER, RING AND RELATED HARDWARE. FULLY CLEAN INNER

SURFACE OF DRAIN BOWL TO REMOVE PITCH, MASTIC, GRAVEL, ASPHALT,

DEBRIS, ETC. AND CLEAN STRAINER RING SURFACE. INSPECT DRAIN BOWL FOR

CRACKS AND/OR DAMAGE. NOTIFY A/E IF DAMAGE IS FOUND. INSPECT DRAIN

BOWL TO PIPE CONNECTION TO ENSURE WATER TIGHT CONDITION. HAVE A

LICENSED PLUMBER, WHO IS FULLY TRAINED IN, AND HAS EXPERIENCE IN,

CLEARING/CLEANING ROOF DRAINS IN THIS SITUATION, AUGER/SNAKE CLEAN

DRAIN PIPE DOWN TO 30' PAST ROOF DRAIN. IF THE DRAIN CANNOT BE CLEANED

DOWN TO 30' THEN VERIFY INNER DRAIN PIPE CONDITION BY VIDEO CAMERA

EQUIPMENT. SUPPLY OWNER & A/E WITH VIDEO DOCUMENTATION IN DIGITAL

FORMAT. WATER TEST TO ENSURE UNRESTRICTED FLOW PRIOR TO INSTALLING

NEW DRAIN COMPONENTS. REPAINT EXPOSED SURFACES/AREAS IF NECESSARY/

NOTIFY OWNER & A/E IMMEDIATELY OF DAMAGE.

REMOVE EXISTING THRU WALL SCUPPER AND FLASHING. PREP OPENING FOR

INSTALLATION OF NEW SCUPPER FLASHING

EXISTING PARAPET CAP METAL, AND FLASHING, CLEATS AND RELATED

FLASHING TO BE REMOVED, TYP. ALL LOCATIONS. INSPECT EXISTING PARAPET

WALL FOR DAMAGE. NOTIFY A/E IF DAMAGE IS FOUND.

EXISTING TWO PIECE WALL REGLET SYSTEM TO BE REMOVED AND REPALCED. TYPICAL ALL

LOCATIONS.

EXISTING MECHANICAL EQUIPMENT TO BE REMOVED AND RE-INSTALLED. REMOVE

FLASHING, SHEATHING, MECHANICAL FASTENERS, SUPPORTS, AND CURB.

CONTRACTOR TO SUPPORT EXISTING MECHANICAL. EQUIPMENT UNTIL NEW CURB IS

INSTALLED. RECONNECT ELECTRICAL AND MECH UNIT ON NEW CURB.

PATCH ANY AND ALL EXISTING LIGHTWEIGHT CONCRETE ROOF SYSTEM AS NEEDED

DUE TO DEMOLITION OF EXISTING CONDITIONS. (TYP. ALL).

ROOF DEMOLITION NOTES:

REMOVE EXISTING SCUTTLE ASSEMBLY, CURB FLASHING AND PLYS, AND CAP

FASTENERS. EXISTING STEEL TO REMAIN. NOTIFY OWNER/ARCHITECT OF ANY

DAMAGE DISCOVERED DURING DEMOLITION. PREP FOR REINSTALL OF NEW ROOF

SCUTTLE ASSEMBLY. EXISTING ROOF LADDER TO BE REMOVED.

EXISTING ELECTRICAL CONDUIT TO REMAIN. EXISTING PITCH PAN TO BE REMOVED.

RELOCATED ELECTRICAL CONDUIT TO NEW STANDS.

EXISTING EDGE FLASHING, CLEATS, AND RELATED FLASHING TO BE REMOVED

TYPICAL ALL LOCATIONS. INSPECT EXISTING WALL BLOCKING FOR DAMAGE. NOTIFY

A/E IF DAMAGE IS FOUND.

CONTRACTOR TO VERIFY EXISTING ANTENNA, PIPE SUPPORT AND ATTACHMENTS ARE

IN USE. CONTRACTOR TO REMOVE ALL EXISTING IF NOT IN USE. IF IN USE

CONTRACTOR TO RERUN WIRES IN BUILDING TO NEW STAND FOR ANTENNAS.

EXISTING ELECTRICAL, PITCH PAN, SUPPORTS, ABANDONED CURBS AND ETC TO BE

REMOVED.

EXISTING MECHANICAL EQUIPMENT TO BE REMOVED. REMOVE FLASHING, SHEATHING,

MECHANICAL FASTENERS, SUPPORTS, CURB, EXISTING ABANDONED ELECTRICAL, AND

PITCH PAN. NEW MECHANICAL EQUIPMENT TO BE INSTALLED (REFER TO MECH.

DRAWINGS). NEW CURB TO BE PROVIDED FOR MECHANICAL EQUIPMENT.

EXISTING WALL MOUNTED ROOF ACCESS LADDERS TO BE REMOVED AND REPLACED.

TYP. ALL LOCATIONS

EXISTING PITCH PAN WITH STEEL ANGLE SUPPORT TO BE REMOVED. PATCH

LIGHTWEIGHT CONCRETE AS REQUIRED FOR NEW ROOF SYSTEM

EXISTING MECHANICAL EQUIPMENT TO BE UN-INSTALLED. CONTRACTOR TO REMOVE

EXISTING EXTENSION CURB, EXISTING CURB. EXISTING CHILL WATER PIPING TO BE

DISCONNECTED TO ACCOMMODATE NEW STRUCTURAL CURB UNIT. EXISTING STEEL

SUPPORTS ADJUST SUPPORT AS REQUIRED.

CONTRACTOR TO REMOVE EXISTING CONDENSATE LINES ON MECHANICAL UNITS AND

REINSTALL WITH NEW PIPE SUPPORTS AFTER NEW CURBS IS INSTALLED AND THE

EXISTING UNITS IS ON THE NEW CURB.

EXISTING GUTTERS TO BE REMOVED AND DOWNLEADERS (D.L.) ALL TO BE

REMOVED AND REINSTALLED AFTER NEW GUTTER IS INSTALLED.

REMOVE EXISTING THRU WALL SCUPPER AND FLASHING. INFILL OPENING TO MATCH

EXISTING CONSTRUCTION.

EXISTING LIGHTNING HORN SYSTEM TO BE UNINSTALLED AND STORED OFF ROOF

UNTILL NEW ROOF SYSTEM IS INSTALLED. ALL EXISTING WIRING TO BE REMOVED

FROM ROOF AND RE-RUN INSIDE BUILDING. CONTRACTOR TO CONTACT HUNTER

ROSS W/ THOR GUARD REGIONAL MANAGER AT 1-(813)-784-4865 or by Email:

Hunterross@verizon.net TO DO ALL WORK TO THE SYSTEM AND PROVIDE A PRICE

FOR THE WORK.

REMOVE ALL ROOF FLASHING, BLOCKING, TRIM, EXISTING BUILT-UP ROOFING

SYSTEM, INSULATION, CRICKET, BALLAST AND MISCELLANEOUS PLYS, AND

LIGHTWEIGHT CONCRETE DOWN TO EXISTING METAL DECK, CLEAN METAL DECK

FREE OF EMBEDS, LIGHTWEIGHT CONCRETE. CLEAN SURFACE OF METAL DECK

AND FLUTES TO MANUFACTURER'S RECOMMENDATIONS.

CONTRACTOR TO REMOVE EXISTING ELEC., PIPE AND RELOCATE TO NEW ROOF

PENETRATION VAULT CURB. COORDINATE WITH OWNER ON LOCATION FOR NEW

VAULT PENETRATION CURB.

EXISTING MOISTURE SATURATED LIGHTWEIGHT CONCRETE IN HATCHED AREAS

ARE TO BE RMEOVED DOWN TO THE EXISTINGMETAL DECK. PREP AREA FOR

INSTALLATION OF NEW LIGHTWEIGHT CONCRETE.

EXISTING GOOSENECK ASSEMBLY TO BE REMOVED. PREP AREA FOR

INSTALLATION OF NEW GOOSENECK ASSMEBLY.

MECHANICAL EQUIPMENT/ EXHAUST HOOD

INDICATES EXISTING WALL BELOW

ROOF LEGEND

DL DOWNLEADERS

PLUMBING VENTS

EXISTING ROOF DRAINS

THRU WALL OVERFLOW SCUPPER LOCATIONS

RD#

EXISTING ROOF DRAINS AND OVERFLOW DRAINS

GPMROOF DRAIN

ROOF

LOCATION

ROOF AREA

SF

DRAIN SIZE

EXISTING

OVERFLOW

DRAIN

OVERFLOW SIZE

RD 41 AREA "J" 1,650 78 4"

RD 42 AREA "J" 1,780 84 4"

RD 43 AREA "J" 340 16 3"

RD 44 AREA "J" 1,876 88 4"

RD 45 AREA "J" 1,480 70 4"

RD 46 AREA "J" 602 29 4"

RD 47 AREA "K" 1,825 86 4"

EXISTING ROOF DRAINS AND OVERFLOW DRAINS

GPMROOF DRAIN

ROOF

LOCATION

ROOF AREA

SF

DRAIN SIZE

EXISTING

OVERFLOW

DRAIN

OVERFLOW SIZE

RD 48 AREA "L" 988 47 4"

RD 49 AREA "L" 1,106 52 4"

RD 50 AREA "L" 1,178 56 4"

RD 51 AREA "L" 1,536 72 4"

RD 52 AREA "L" 988 47 4"

RD 53 AREA "L" 1,106 52 4"

RD 54 AREA "L" 1,106 52 4"

RD 55 AREA "L" 1,250 59 4"

RD 56 AREA "L" 988 47 4"

RD 57 AREA "L" 1,106 52 4"

RD 58 AREA "L" 1,164 55 4"

RD 59 AREA "L" 1,320 62 4"

TABLE 1106.2 EXISTING STORM DRAIN PIPE SIZING

CAPACITY (GPM)

PIPE SIZE

(INCHES)

11178

VERTICAL DRAIN

1/16" PER FOOT

1/8" PER FOOT

1/4" PER FOOT

1/2" PER FOOT

1. EXISTING MODIFIED BITUMEN ROOF SYSTEM TO BE REMOVED

2. EXISTING LIGHTWEIGHT CONCRETE TO BE REMOVED

3. EXISTING EPS BOARD TO BE REMOVED

4. EXISTING 1 1/2" METAL DECK TO REMAIN

NOTE: ALTERNATE #1: ROOF AREA L - EXISTING LIGHTWEIGHT

CONCRETE AND POLYSTYRENE INSULATION TO REMAIN.

EXISTING MODIFIED BTIUMEN ROOF SYSTEM TO BE

REMOVED.

EXISTING ROOF AREA "J, K, L" COMPOSITION

EXISTING STRUCTURE IS FLAT (NO SLOPE)

ROOF SQUARE FOOTAGE

ROOF SQUARE FEET # OF SQUARES

BUILT-UP ROOF

SYSTEM AREA "J"

7,573 +/- 76 +/-

BUILT-UP ROOF

SYSTEM AREA "K"

2,174+/- 22 +/-

NOTE:

ROOF SQUARE FOOTAGE NUMBERS IS ONLY FLAT

ROOF SQUARE FOOTAGE. THIS DOESN'T INCLUDE

PARAPET WALLS, FLASHING, CURBS, ETC.

BUILT-UP ROOF

SYSTEM AREA "L"

12,544+/- 126 +/-

B22

T H

S T

R E

E T

N O

R T

H

B24 B6

B26 B28

B23

B5 B3 B1

B17

B18

B19 B20

B25 B2

B1

NORTH

B1

SOUTH

54TH AVENUE NORTH

B21

P1P2

P3 P4 P5

NO SCALE

KEY PLAN

DRAWING TITLE:

SHEET NO.

WDA PROJ. NO:

OWNER PROJ. NO:

SCALE: REFER TO SHEET

ISSUE/REVISION OF DRAWINGS:

ARCHITECT: AA0002541

ENGINEER: EB 0006884

PHASE:

CHECKED:

DRAWN:

T H

IS

D

O C

U M

E N

T C

O N

T A

IN

S

C O

P Y

R

IG

H T

E D

M A

T E

R

IA

L A

N D

T R

A D

E S

E C

R E

T I N

F O

R M

A T

IO

N

B E

L O

N G

IN

G

E X

C L U

S

IV

E L Y

T O

W

IL

L

IA

M S

O N

D A

C A

R A

S S

O C

IA

T

E…