Project Information

Bid Title

Deltona High - Reroof Bldg. 26

Issuing Agency

Volusia County Schools

Location

Florida

Published Date

May 8, 2026

Closing Date

May 27, 2026

Government Level

State & Local

Status

Closed

Ref. #

Project No. 2648207

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

Deltona High - Reroof Bldg. 26 - Project No. 2648207

Mandatory Prebid Meeting:	May 8, 2026 at 9:30 AM
Bid:	May 27, 2026 at 1:00 PM
Project Bid Documents:	Plans Project Manual Prebid Sign-in
Estimate:	$138,000
Consultant:	Terracon Consultants, Inc. Engy Magdy (407) 618-8371
Owner:	VCS Project Manager Tony Franco (386) 947-8786
Bid Status:	Active

Attachment Preview

VOLUSIA

COUNTY SCHOOLS

THE SCHOOL BOARD OF VOLUSIA

COUNTY FLORIDA

200 North Clara Avenue

Deland, Florida 32720

DELTONA HIGH SCHOOL

REROOF BLDG. 26

VCS Project NO. 2648207

100 WOLF PACK RUN

DELTONA, FL 32725

SCHOOL BOARD

MEMBERS

RUBEN COLON

KRISTA GOODRICH

DONNA BROSEMER

JAMIE HAYNES

JESSIE THOMPSON

BOARD CHAIR

BOARD VICE CHAIR

MEMBER

MEMBER

MEMBER

CARMEN J. BALGOBIN

SUPERINTENDENT

1675 LEE ROAD

WINTER PARK, FL 32789

PH. (407) 740-6110| TERRACON.COM

TERRACON FL LICENSE NO. 8830

DESCRIPTION OF WORK

THE GENERAL SCOPE OF WORK FOR THIS PROJECT INCLUDES ROOF REPLACEMENT WHERE INDICATED ON THE DRAWINGS.

LOW-SLOPED ROOF AREA: REMOVE THE EXISTING GRAVEL SURFACED ASPHALT BUILT0UP ROOFING SYSTEM WHERE

INDICATED AND INSTALL NEW MULTI-PLY MODIFIED BITUMEN MEMBRANE ROOFING SYSTEM.

STEEP-SLOPED ROOF AREAS: REMOVE THE EXISTING TILE ROOF AND INSTALL NEW STANDING SEAM METAL ROOFING

SYSTEM.

ENGINEERS & CONSULTANTS

DISCIPLINE : ARCHITECTURAL

FIRM NAME: TERRACON CONSULTANTS

ADDRESS: 1675 LEE ROAD

ADDRESS: WINTER PARK, FL 32789

CONTACT PHONE NUMBER: 407-740-6110

PROJECT MANAGER: ENGY MAGDY

EMAIL ADDRESS: ENGY.MAGDY@TERRACON.COM

WWW.TERRACON.COM

1675 LEE ROAD

WINTER PARK, FL 32789

PH. (407) 740-6110| TERRACON.COM

TERRACON FL LICENSE NO. 8830

Architect's Statement of Compliance

To the best of my knowledge, these drawings and the project manual are complete and comply with

the Florida Building Code.

BUILDING DATA

A. SURVEY PARCEL ID

B. LEGAL DESCRIPTION

C. OCCUPANCY TYPE

D. CONSTRUCTION TYPE

E. RISK CATEGORY

F. AUTOMATIC SPRINKLER

G. BUILDING AREA

H. BUILDING HEIGHT

I. OCCUPANT LOAD

N/A

N/A

N/A

N/A

III

N/A

4100 SF

16 FT

N/A

LOCATION MAP

INDEX OF DRAWINGS

G001

G002

A101

A501

A502

A503

COVER SHEET

GENERAL NOTES , SITE PLAN AND LEGEND

ROOF PLAN

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

NOT TO SCALE

CONSTRUCTION DOCUMENTS 01/19/2026

ENGR OF RECORD

ENGY MAGDY, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

EM

DRAWN BY

WG

ISSUE DATE

01/19/2026

SHEET TITLE

AE PROJECT NUMBER

F9246313

COVER SHEET

DRAWING NO.

G001

GENERAL NOTES

DESCRIPTION OF WORK

THE GENERAL SCOPE OF WORK FOR THIS PROJECT INCLUDES ROOF REPLACEMENT AS INDICATED ON THE DRAWINGS.

1. ROOF AREA A: REMOVE THE EXISTING LOW-SLOPED GRAVEL SURFACED BUILT-UP ROOFING SYSTEM DOWN TO THE EXISTING METAL DECK AND INSTALL 2-PLY MODIFIED ROOFING SYSTEM AS

INDICATED. REFER TO SHEET A501 FOR ROOF SYSTEM DETAILS.

2. ROOF AREAS B AND C: REMOVE THE EXISTING CLAY TILE ROOF DOWN TO THE EXISTING ROOF DECK AND INSTALL NEW STANDING SEAM METAL PANELS ROOFING SYSTEM AS INDICATED. REFER TO

SHEET A501 FOR ROOF SYSTEM DETAILS.

DEMOLITION NOTES

1. THE INFORMATION SHOWN ON THE DRAWINGS HAS BEEN COMPILED FROM VARIOUS SOURCES, AND MAY NOT REFLECT THE ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION. FIELD VERIFY ALL

DIMENSIONS AND QUANTITIES.

2. THE BUILDING WILL REMAIN OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE AND EXECUTE WORK TO AVOID INTERRUPTIONS TO BUILDING OPERATIONS.

3. CONTRACTOR SETUP LOCATIONS SHALL BE AS INDICATED BY THE OWNER DURING THE PRE-CONSTRUCTION MEETING.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COVERING ALL INTERIOR ITEMS THAT MIGHT BE AFFECTED BY THE WORK, INCLUDING FLOORS AND EQUIPMENT PRIOR TO DEMOLITION. ONCE

REMOVAL IS COMPLETE FOR THE DAY, THE PLASTIC COVERINGS SHALL BE REMOVED AND THE INTERIOR AREAS CLEANED. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, SWEEPING OF FLOORS

AND DUST REMOVAL FROM THE TOPS OF LIGHT FIXTURES AND EQUIPMENT WHERE ACCESSIBLE.

5. THE CONTRACTOR SHALL REPORT DETERIORATED OR UNSUITABLE ROOF DECK OR SUBSTRATE COMPONENTS TO THE OWNER PRIOR TO PERFORMING ROOFING INSTALLATION.

6. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM AND ALL ASSOCIATED MATERIALS DOWN TO THE EXISTING STRUCTURAL DECK UNLESS OTHERWISE INDICATED ON THE DETAIL DRAWINGS TO

REMAIN. REMOVE AND DISPOSE OF ALL ITEMS TO INCLUDE ROOFING, FLASHINGS, DETERIORATED BLOCKING, AND APPURTENANCES SCHEDULED TO BE REMOVED. REFER TO EXISTING ROOF SYSTEM

CROSS SECTION INFORMATION ON THIS SHEET.

7. PROVIDE TEMPORARY OVERHEAD PROTECTION AT THE MAIN ENTRANCE AND AT OTHER LOCATIONS AS NECESSARY TO PROVIDE UNINTERRUPTED ACCESS TO BUILDING.

8. REMOVALS SHALL BE PERFORMED IN ACCORDANCE WITH THE SUBMITTED AND APPROVED REMOVAL PLAN, THE DETAIL DRAWINGS AND SPECIFICATIONS.

9. HAZARDOUS MATERIALS: INDEPENDENT TESTING OF ROOFING MATERIALS INDICATES THAT THERE ARE NO HAZARDOUS MATERIALS WITHIN THE EXISTING ROOF SYSTEM AND FLASHINGS.

INSTALLATION NOTES

1. FOR THE SAKE OF CLARITY, EACH INDIVIDUAL DETAIL ON THE ROOF PLANS HAS NOT BEEN INDICATED. EXISTING AND NEW DETAILS HAVE BEEN INDICATED FOR TYPICAL COMPONENTS AT RANDOM

LOCATIONS.

2. COMPONENTS SHOWN ON THE DETAIL DRAWINGS SHALL BE NEW UNLESS SPECIFICALLY INDICATED AS EXISTING.

3. ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS APPLICABLE TO THE PROJECT.

4. FOR THE SAKE OF CLARITY, SECUREMENT FASTENERS ARE NOT SHOWN ON THE DRAWINGS IN THEIR ENTIRETY. REFER TO SPECIFICATIONS FOR FASTENER TYPES/SPACING.

5. ANY DISCREPANCIES ON THE DRAWINGS NOTED BY THE CONTRACTOR SHALL BE BROUGHT TO THE OWNER'S ATTENTION PRIOR TO BID SUBMISSION.

6. ITEMS OF CONSTRUCTION SHALL BE 100% WATERTIGHT ON THE SAME DAY OF WORK. PHASED CONSTRUCTION MUST BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION.

7. DETAILS NOT DEPICTED SHALL BE CONSTRUCTED IN A MANNER CONSISTENT WITH THE DETAIL DRAWINGS. FIELD VERIFY ALL DIMENSIONS.

8. ALL DUMPSTERS MUST BE AT LEAST 15 FEET FROM THE BUILDING UNLESS EMPTIED AT THE END OF EACH WORK DAY.

9. MATERIALS MAY NOT BE STORED CLOSER THAN 15 FEET FROM BUILDINGS AND MAY NOT BE PLACED IN FRONT OF EXITS OR ANY FIRE PROTECTION EQUIPMENT. REFUELING OF GASOLINE POWERED

EQUIPMENT WILL NOT BE PERMITTED ON THE ROOF. GASOLINE MUST BE STORED IN UL LISTED AND APPROVED CONTAINERS.

10. METAL FABRICATION NOTES: FILE SMOOTH ALL EXPOSED SHARP EDGES. FABRICATE METAL TRANSITIONS AND TERMINATIONS IN ONE-PIECE CONSTRUCTION. LOCK AND SEAL OR SOLDER ALL JOINTS

SOLID, AS SPECIFIED, TO MAKE WATERTIGHT.

STATEMENT OF COMPLIANCE

1. TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND THE PROJECT MANUAL ARE COMPLETE AND COMPLY WITH THE FLORIDA BUILDING CODE.

2. BUILDING CODE REFERENCE: FLORIDA BUILDING CODE, 8TH EDITION (2023).

SITE PLAN

PARKING LOT

PARKING LOT

PLAY AREA

PLAY AREA

PLAY AREA

PLAY AREA

PARKING LOT

PARKING LOT

PLAY AREA

PARKING LOT

PLAY AREA

BUILDING 26

PARKING LOT

PLAY AREA

PLAY AREA

STANDARD LEGEND AND SYMBOLS

NOTE: NOT ALL SYMBOLS NECESSARILY USED

PARAPET WALL

VTR

VENT THROUGH ROOF

ROOF DRAIN

OF

OVERFLOW THRU-WALL SCUPPER

F

EXHAUST FAN

EXISTING STRUCTURAL SLOPE

TAPERED INSULATION SLOPE

WIND DESIGN INFORMATION

SPECIFIED PER FLORIDA BUILDING CODE (2023) CH. 16

AND IN ACCORDANCE WITH ASCE 7-22

ULTIMATE DESIGN WIND SPEED

BUILDING RISK CATEGORY

WIND EXPOSURE

INTERNAL PRESSURE COEFFICIENT

BUILDING HEIGHT (MEAN)

DESIGN WIND LOAD PRESSURES

155 MPH

III

B

0.18 (ENCLOSED)

16 FT

ZONE 1'

ZONE 1

ZONE 2

ZONE 3

1'

-19.74 PSF

1

-34.37 PSF

2

-45.34 PSF

3

-61.79 PSF

WIND UPLIFT INFORMATION

10'

3

2

4'

1

10'

10'

2

1

1'

1

4'

2

3

10'

3

10'

3

4'

10'

10'

1

2

3

4'

3

10'

1675 LEE ROAD

WINTER PARK, FL 32789

PH. (407) 740-6110| TERRACON.COM

TERRACON FL LICENSE NO. 8830

ENGR OF RECORD

ENGY MAGDY, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

EM

DRAWN BY

WG

ISSUE DATE

01/19/2026

AE PROJECT NUMBER

F9246313

SHEET TITLE

GENERAL NOTES,

SITE PLAN AND LEGEND

DRAWING NO.

G002

5

A501

6

OF

A501

5

A501

5

A501

TYP.

F

3

A502

VTR

TYP.

1

A502

TYP.

3

A502

F

VTR

TYP.

2

A502

TYP.

2

A502

VTR

1/4:12

F

TYP.

3

A502

ROOF AREA C

MEAN ELEV. = 13'±

5

A502

8'-2" ±

5:12

1

A503

5:12

6

A502

4

A502

5

A501

ROOF REPLACEMENT NOTES

ROOF AREA A:

1. REMOVE THE EXISTING GRAVEL SURFACED ASPHALT BUILT-UP ROOF SYSTEM AND INSULATION DOWN TO

THE EXISTING METAL ROOF DECK. INSTALL NEW MULTI-PLY MODIFIED BITUMEN ROOFING SYSTEM AND

INSULATION AS INDICATED. REFER TO ROOF SYSTEM CROSS SECTION DETAIL 1/A501.

2. THE EXISTING METAL ROOF DECK IS SLOPED (1/4:12). INSTALL RIGID INSULATION (FLAT) OVER EXISTING

SLOPED ROOF DECK. PROVIDE MIN. 1/2:12 TAPERED INSULATION CRICKETS/SADDLES BETWEEN PRIMARY

ROOF DRAINS TO MAINTAIN POSITIVE SLOPE AS INDICATED.

3. THE TAPERED LAYOUT IS CONCEPTUAL IN NATURE AND INTENDED TO PROVIDE A BASIC CONCEPT FOR

BIDDING PURPOSES. THE ACTUAL LAYOUT MAY VARY FROM THAT SHOWN. SUBMIT TAPERED INSUALTION

LAYOUT FOR REVIEW AS SPECIFIED.

4. REMOVE AND REPLACE ROOF DRAINS AS INDICATED. PROVIDE 4-FTX4-FT MIN. TAPERED INSULATION

DRAIN SUMPS AT ALL ROOF DRAIN LOCATIONS AS INDICATED.

5. REMOVE EXISTING EXHAUST FANS AND REINSTALL ATOP OF NEW ROOF CURBS AS INDICATED.

ROOF AREAS B AND C:

1. REMOVE THE EXISTING CLAY TILE ROOF SYSTEM DOWN TO THE EXISTING PLYWOOD ROOF DECK.

INSTALL NEW STANDING SEAM METAL ROOF PANELS OVER NEW MEMBRANE UNDERLAYMENT AS

INDICATED. REFER TO ROOF SYSTEM CROSS SECTION DETAIL 2/A501.

2. PROVIDE THRU-WALL FLASHING AT THE ROOF TO WALL TRANSITION AS INDICATED.

ROOF AREA A

ELEV. = 16'±

TYP.

2

1/4:12

A502

VTR

TYP.

F

3

A502

4

A501

OF

6

A501

4 1/2"

4

A502

TYP.

1

A502

TYP.

2

VTR

A502

1

A503

6

A502

5

A502

6

A501

OF

4

A502

4

A501

ROOF AREA B

MEAN ELEV. = 15'±

5

A501

1675 LEE ROAD

WINTER PARK, FL 32789

PH. (407) 740-6110| TERRACON.COM

TERRACON FL LICENSE NO. 8830

5

A501

71'-1" ±

5

A501

1

ROOF PLAN

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

2'

4'

PLAN NORTH

8'

ENGR OF RECORD

ENGY MAGDY, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

EM

DRAWN BY

WG

ISSUE DATE

01/19/2026

AE PROJECT NUMBER

F9246313

SHEET TITLE

ROOF PLAN

DRAWING NO.

A101

EXISTING ROOF SYSTEM

EXISTING GRAVEL SURFACED ASPHALT

BUILT-UP ROOFING, TO BE REMOVED

EXISTING PERLITE INSULATION

AT CRICKETS, TO BE REMOVED

EXISTING POLYISOCYANURATE

INSULATION, TO BE REMOVED

EXISTING THICKNESS

VARIES (0" TO 4")

3" THICK

EXISTING 1-1/2" DEEP WIDE

RIB METAL DECK, TO REMAIN

2-PLY MODIFIED BITUMEN ROOF MEMBRANE:

GRANULAR SURFACED CAP SHEET OVER

SMOOTH BASE-PLY MEMBRANE

(TORCH-APPLIED)

1/2" THICK GYPSUM COVERBOARD

(ADHESIVE ATTACHED)

TOP LAYER OF POLYISOCYANURATE

INSULATION (ADHESIVE ATTACHED)

BASE LAYER OF POLYISOCYANURATE

INSULATION (MECHANICALLY ATTACHED)

EXISTING ROOF SYSTEM

NEW ROOF SYSTEM

EXISTING CLAY TILE ROOF, TO BE REMOVED

EXISTING UNDERLAYMENT, TO REMAIN

EXISTING PLYWOOD DECK, TO REMAIN.

REPAIR DAMAGED OR DETERIORATED

DECK AS SPECIFIED

NOTE:

1. ON EXISTING WOOD OR PLYWOOD SUBSTRATES, UTILIZE BASE

FLASHING BASE-PLY MEMBRANE WITH SELF-ADHERING BOTTOM

SURFACE AND TOP (SMOOTH) SURFACE TREATED SO AS TO RECEIVE

SUBSEQUENT LAYER OF TORCH-APPLIED CAP-PLY FLASHING. APPLY

PRIMER TO SURFACES TO RECEIVE SELF-ADHERING MEMBRANE IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

STANDING SEAM METAL ROOF PANELS

SELF-ADHERED MEMBRANE

UNDERLAYMENT

EXISTING UNDERLAYMENT

EXISTING PLYWOOD DECK. REPAIR

DAMAGED OR DETERIORATED DECK AS

SPECIFIED

8"

MIN.

3"

SEALANT

TERMINATION BAR

MODIFIED BITUMEN

BASE FLASHING

LOW PROFILE FIBER

CANT

4" MIN.

SECTION

2" MIN.

EXISTING WALL SUBSTRATE (SEE NOTE ABOVE)

MODIFIED BITUMEN BASE FLASHING BASE PLY (EXTEND

UP AND OVERTOP OF WALL AT PARAPET, TYP.)

EXTEND ROOF MEMBRANE ABOVE HEAD OF

CANT AND ADHERE TO WALL

GRANULAR SURFACED MODIFIED

BITUMEN BASE FLASHING CAP PLY

1675 LEE ROAD

WINTER PARK, FL 32789

PH. (407) 740-6110| TERRACON.COM

TERRACON FL LICENSE NO. 8830

GRANULAR SURFACED MODIFIED BITUMEN

ROOF MEMBRANE CAP SHEET

MIN. POLYISO THICKNESS

COMBINED 4.5" THICK, TYP.

16"

STANDING SEAM METAL ROOF PANELS

SELF-ADHERED MEMBRANE

UNDERLAYMENT

NEW ROOF SYSTEM

EXISTING 1-1/2" DEEP WIDE

RIB METAL DECK

1 ROOF SYSTEM CROSS SECTION - ROOF AREA A

SCALE: N.T.S.

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

PLYWOOD AND WOOD SHIMS TO

PROVIDE SLOPE AS SHOWN

2X WOOD BLOCKING

22" ±

METAL COPING CAP. SEE 2/A503

SELF-ADHERED MEMBRANE OVERTOP

OF PARAPET, BENEATH COPING CAP

NEW ROOF SYSTEM PROFILE

EXISTING UNDERLAYMENT

EXISTING PLYWOOD DECK. REPAIR

DAMAGED OR DETERIORATED DECK AS

SPECIFIED

2

ROOF SYSTEM CROSS SECTION - ROOF AREAS B AND C

SCALE: N.T.S.

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

PLYWOOD AND WOOD SHIMS TO

PROVIDE SLOPE AS SHOWN

2X WOOD BLOCKING

17" ±

METAL COPING CAP. SEE 2/A503

SELF-ADHERED MEMBRANE

OVERTOP OF PARAPET,

BENEATH COPING CAP

MODIFIED BITUMEN ROOF MEMBRANE BASE PLY

LOW PROFILE FIBER CANT STRIP, SET IN ADHESIVE AND

APPLY PRIMER OVER FACE TO RECEIVE ROOFING

ROOF INSULATION AND COVERBOARD

EXISTING METAL DECK

3

TYPICAL MEMBRANE BASE FLASHING

SCALE: N.T.S.

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

5.5" ±

EXISTING 2X WOOD

BLOCKING

EXISTING STUCCO

EXISTING METAL

STUD WALL

EXISTING CMU WALL

4

PARAPET WALL

SCALE: 3"=1'-0"

0

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

4.5" ±

5.5" ±

4.5" ±

EXISTING STUCCO

EXISTING METAL

STUD WALL

EXISTING 2X WOOD

BLOCKING

CONTINUOUS SEALANT

EXISTING STUCCO

SURFACE MOUNTED

COUNTERFLASHING WITH

WIND CLIPS

EXISTING METAL

1/2" PLYWOOD

STUD WALL

22" ±

SHEATHING

BASE FLASHING,

SEE 3/A501

EXISTING CMU WALL

MODIFIED BITUMEN

ROOFING SYSTEM,

SEE 1/A501

EXISTING METAL DECK

3"

6"

9"

5

PARAPET WALL

SCALE: 3"=1'-0"

0

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

VARIES

14" ± TO 22" ±

1/2" PLYWOOD SHEATHING

EXISTING STUCCO

SEAL AROUND

SCUPPER FACE

PLATE, TYP.

BASE FLASHING, SEE 3/A501

MODIFIED BITUMEN

ROOFING SYSTEM,

SEE 1/A501

BACKER ROD AND

SEALANT AROUND

SCUPPER SLEEVE

THROUGH STUCCO

METAL SCUPPER

ASSEMBLY,

SEE X/A50X

EXISTING CMU WALL

1/2" PLYWOOD SHEATHING

REINFORCED FLUID-APPLIED

FLASHING SYSTEM AROUND

SCUPPER OPENING, TYP.

STRIP IN SCUPPER DECK FLANGE

WITH MEMBRANE ROOFING

6" NOM. WIDTH WOOD BLOCKING AT

SCUPPERS TO PROVIDE NAILING

BASE FOR SCUPPER FLANGE, TYP.

MODIFIED BITUMEN ROOFING

SYSTEM, SEE 1/A501

EXISTING METAL DECK

EXISTING STUCCO

EXISTING METAL

STUD WALL

EXISTING METAL DECK

3"

6"

9"

6

SECONDARY "OVERFLOW" THRU-WALL SCUPPER

SCALE: 3"=1'-0"

0

3"

6"

9"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

ENGR OF RECORD

ENGY MAGDY, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

EM

DRAWN BY

WG

ISSUE DATE

01/19/2026

SHEET TITLE

AE PROJECT NUMBER

F9246313

ROOF DETAILS

DRAWING NO.

A501

24" ±

CAST IRON DOME WITH STAINLESS

STEEL HARDWARE

CAST IRON CLAMPING RING WITH STAINLESS

STEEL HARDWARE

EXTEND ROOFING PLIES INSIDE CLAMPING RING

30" X 30" LEAD FLASHING SHEET SET IN MASTIC

MODIFIED BITUMEN STRIPPING PLY, EXTEND

MIN. 4" BEYOND EDGE OF LEAD SHEET AND

ADHERE TO BASE PLY MEMBRANE

1/2:12 TAPERED INSULATION

SUMP (MIN.)

ROOFING AND FLASHINGS AT ROOF

DRAIN

MODIFIED BITUMEN ROOFING SYSTEM,

SEE 1/A501

12" MIN.

2" MAX.

PVC VENT PIPE EXTENSION, FIT INTO EXISTING

PIPE AND SET IN URETHANE SEALANT

REINFORCED FLUID APPLIED FLASHING, EXTEND

MIN. 3" UP BEYOND PIPE JOINT

MODIFIED BITUMEN ROOFING SYSTEM, SEE 1/A501

10" MIN.

EXISTING GALVANIZED CURB ADAPTER (RE-USE),

PAINT AS SPECIFIED

RE-SECURE EXISTING ROOFTOP EQUIPMENT TO

ROOF CURB WITH#14 HWH SCREWS WITH SEALING

WASHERS, 8" O.C. MAX. (MIN. 3 PER SIDE)

24 GA. STAINLESS STEEL SKIRT WITH WIND CLIPS

AT 24" O.C.

INSULATED METAL CURB

CANT STRIP

MODIFIED BITUMEN BASE FLASHING, SEE 3/A501

MODIFIED BITUMEN ROOFING SYSTEM, SEE 1/A501

1675 LEE ROAD

WINTER PARK, FL 32789

PH. (407) 740-6110| TERRACON.COM

TERRACON FL LICENSE NO. 8830

1

ROOF DRAIN

SCALE: 3"=1'-0"

0

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING METAL DECK

REMOVE AND REPLACE DRAIN

INSULATION TO FACILITATE WORK

CAST IRON DRAIN BOWL, JOSAM MODEL 21500

OR APPROVED EQUAL, PROVIDE EXTENSION

AS SPECIFIED TO MATCH INSULATION

THICKNESS WITHIN SUMP, WITH INTEGRAL

METAL DRAIN RECEIVER/PAN AND NO-HUB OR

INTERNALLY THREADED DRAIN OUTLET

HEAVY DUTY DECK CLAMP

NO-HUB COUPLING TO EXISTING

DRAIN LEADER PIPE

EXISTING DRAIN LEADER PIPING

3"

6"

9"

EXISTING METAL DECK

EXISTING VENT PIPE

2

VENT PIPE

SCALE: 3"=1'-0"

0

3"

6"

9"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING STEEL DECK

WOOD BLOCKING TO MATCH

INSULATION THICKNESS

3

ROOFTOP EQUIPMENT CURB

SCALE: 3"=1'-0"

0

3"

6"

9"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

METAL ROOF SYSTEM, SEE 2/A501

STRIP-IN ROOF EAVE FLASHING

(FLANGE) WITH SELF-ADHERED

MEMBRANE PRIOR TO INSTALLING

ROOF AT EDGE

SELF-ADHERED UNDERLAYMENT,

EXTEND OVER ROOF EDGE AS

SHOWN

FIELD CUT, BEND RETURN IN PANEL

AND HOOK RETURN OVER EAVE

FLASHING

METAL EAVE FLASHING WITH

CONTINUOUS CLEAT

EXISTING STUCCO

METAL ROOF SYSTEM, SEE 2/A501

SELF-ADHERED UNDERLAYMENT,

EXTEND OVER ROOF EDGE AS

SHOWN

GABLE FLASHING

TURN PANEL EDGE UP

POLYURETHANE FOAM CLOSURE,

TYP.

"J" CLOSURE

METAL RAKE FLASHING

EXISTING STUCCO

FIEW8L"/DMTVYAEPNR.UIFF.Y

POP RIVET TO FLUSH LAP OF

RIDGE/HIP FLASHING

RIDGE CAP FLASHING

TURN UP AND PROVIDE BOXED

PANEL ENDS, TYP.

METAL ROOF SYSTEM, SEE 2/A501

"Z" CLOSURE, SET IN TAPE SEALANT

SELF-ADHERED UNDERLAYMENT

4

ROOF EDGE

SCALE: 3"=1'-0"

0

3"

6"

9"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

5

RAKE EDGE

SCALE: 3"=1'-0"

0

3"

6"

9"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING PLYWOOD DECK

6

RIDGE/HIP

SCALE: 3"=1'-0"

0

3"

6"

9"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

ENGR OF RECORD

ENGY MAGDY, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

EM

DRAWN BY

WG

ISSUE DATE

01/19/2026

SHEET TITLE

AE PROJECT NUMBER

F9246313

ROOF DETAILS

DRAWING NO.

A502

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction

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