Project Information

Bid Title

Seabreeze High - Reroof Bldg. 7

Issuing Agency

Volusia County Schools

Location

Florida

Published Date

Jul 7, 2026

Closing Date

Jul 13, 2026

Government Level

State & Local

Status

Closed

Ref. #

Project No. 2648242

Original Source

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Bid Documents

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Project Description

Seabreeze High - Reroof Bldg. 7 - Project No. 2648242

Mandatory Prebid Meeting:	June 25, 2026 at  9:30 AM
Bid:	July 13, 2026 at  1:00 PM
Project Bid Documents:	Plans Project Manual Prebid Sign-in Addendum No. 1 issued 7/07/2026
Estimate:	$387,369.04
Consultant:	Gale Associates \South\, Inc. Alan Craigo (407) 599-7031
Owner:	VCS Project Manager Tony Franco (386) 947-8786
Bid Status:	Active

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VOLUSIA

COUNTY SCHOOLS

"LEADING WITH GRACE AND RESPECT"

THE SCHOOL BOARD OF VOLUSIA

COUNTY FLORIDA

200 North Clara Avenue

DeLand, Florida 32720

SEABREEZE HIGH

REROOF BLDG. 7

VCS Project NO. 2648242

2700 N. OLEANDER AVENUE,

DAYTONA BEACH, FL 32118

SCHOOL BOARD

MEMBERS

RUBEN COLON

KRISTA GOODRICH

DONNA BROSEMER

JAMIE HAYNES

JESSICA THOMPSON

BOARD CHAIR

BOARD VICE CHAIR

MEMBER

MEMBER

MEMBER

CARMEN J. BALGOBIN

SUPERINTENDENT

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2025

DESCRIPTION OF WORK

REPLACEMENT OF ROOFING SYSTEMS ON BUILDING 7 ( AREA A, C & D). REPAIR EXISTING ROOF SYSTEM ON AREA B AND

APPLY A RECOVERY ROOF COATING SYSTEM.

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

12,200 SF (ROOFS)

25 FT (DOUBLE STORY ROOFS)

N/A

LOCATION MAP

ENGINEERS & CONSULTANTS

DISCIPLINE: ARCHITECTURAL / ENGINEERING

GALE ASSOCIATES\SOUTH\, INC.

217 N. WESTMONTE DRIVE SUITE 3033

ALTAMONTE SPRINGS, FL 32714

407-599-7031

WWW.GALEASSOCIATES.COM

ENGINEER OF RECORD: ALAN S. CRAIGO

e-mail address: ASC@GAINC.COM

PROJECT MANAGER: MATTHEW S. TANOUS

e-mail address: MST@GAINC.COM

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

G001

G002

A101

A301

A302

A501

A502

A503

A504

A505

A506

A507

A508

COVER SHEET

STANDARD LEGEND, SYMBOLS AND GENERAL NOTES

ROOF PLAN BLDG 7

ROOF SYSTEM INFORMATION

ROOF SYSTEM INFORMATION

DETAILS

DETAILS

DETAILS

DETAILS

DETAILS

DETAILS

DETAILS

DETAILS

NOT TO SCALE

CONSTRUCTION DOCUMENTS 04/13/2026

Engineer

Alan S. Craigo, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

ASC/MST

DRAWN BY

JWN/VL

ISSUE DATE

04/13/2026

AE PROJECT NUMBER

678444

SHEET TITLE

COVER SHEET

DRAWING NO.

G001

GENERAL NOTES

OVERALL CAMPUS PLAN

DESCRIPTION OF WORK

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

1. ON LOW-SLOPED ROOF ON BUILDING 7 (AREA A): REMOVE THE EXISTING MULTI-PLY MODIFIED BITUMEN ROOFING SYSTEMS DOWN TO THE EXISTING LIGHTWEIGHT INSULATING

CONCRETE SUBSTRATE, REMOVE AND CAP ABANDON CURB WHERE INDICATED AND INSTALL NEW MODIFIED BITUMEN ROOFING SYSTEM WITH A REINFORCED PMMA SURFACING.

REFER TO SECTION 012000 - ALTERNATES FOR MORE INFORMATION ON AREA A.

2. ON LOW-SLOPED ROOF ON BUILDING 7 (AREA B): THE EXISTING MULTI-PLY MODIFIED BITUMEN ROOF IS SCHEDULED TO REMAIN. REPLACE ROOF DRAINS AND SCUPPER

FLASHINGS AND INSTALL A NEW REINFORCED PMMA COATING OVERTOP THE EXISTING ROOF. REMOVE AND REPLACE PARAPET CAPS.

3. ON LOW-SLOPED ROOF ON BUILDING 7 (AREA C): REMOVE THE EXISTING MULTI-PLY MODIFIED BITUMEN ROOFING SYSTEMS DOWN TO THE EXISTING LIGHTWEIGHT INSULATING

CONCRETE SUBSTRATE, REPAIR/ REPLACE DAMAGED OR WET AREAS OF LIGHTWEIGHT INSULATING CONCRETE AND INSTALL NEW MULTI-PLY MODIFIED BITUMEN ROOFING

SYSTEM.

4. ON LOW-SLOPED ROOF ON BUILDING 7 (AREA D): REMOVE THE EXISTING MULTI-PLY MODIFIED BITUMEN ROOFING SYSTEMS DOWN TO THE EXISTING LIGHTWEIGHT INSULATING

CONCRETE SUBSTRATE AND INSTALL NEW MULTI-PLY MODIFIED BITUMEN ROOFING SYSTEM.

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.

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. IF THERE IS A POTENTIAL HAZARDOUS MATERIAL ENCOUNTERED DURING THE COURSE OF WORK THAT IS NOT IDENTIFIED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR

WILL STOP WORK IMMEDIATELY AND CONTACT THE OWNER WHO IS TO MAKE A DETERMINATION IF THE MATERIAL IS HAZARDOUS.

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

10. 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.

11. 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).

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

BUILDING 7

N.I.C.

N.I.C.

AREA C

BUILDING 7:

SEE ROOF PLAN SHEET A101

AREA D

AREA A

AREA B

N.I.C.

NORTH

CAMPUS PLAN

SCALE: N.T.S.

N.I.C. = NOT IN CONTRACT

STANDARD LEGEND AND SYMBOLS

NOTE: NOT ALL SYMBOLS NECESSARILY USED

ROOF EDGE

PARAPET

CRICKET

VP

VENT PIPE (DIAMETER SHOWN)

4

PRIMARY 4 INCH ROOF DRAIN

PRIMARY SCUPPERS

OF

F

SECONDARY SCUPPERS

EXHAUST FAN

V

GRAVITY VENT

H

ROOF HATCH

ABANDONED PENETRATION

LIGHTNING PROTECTION DOWN CONDUCTOR

TAPERED INSULATION SLOPE

STRUCTURAL SLOPE

EXPANSION JOINT

VP

EXHAUST VENT STACK

DETAIL IDENTIFIER

1

A500

SHEET WHERE DETAILS SHOWN

SECTION INDICATOR

DETAIL IDENTIFIER

1

A500

SHEET WHERE DETAILS SHOWN

DETAIL INDICATOR

BUILDING 7 ROOF AREA SUMMARY

AREA #

SQUARE

FOOTAGE (SF)

ROOF

SLOPE

EXISTING

ROOF

NEW ROOF

A

9,450 S.F.

1/8 : 12

MOD. BIT. MOD-BIT WITH REINF.

OVER LWIC* PMMA SURFACING

MOD. BIT. ROOF RECOVER WITH

B

2,000 S.F.

1/4 : 12 OVER RIGID REINFORCED PMMA

INSULATION

SURFACING

C

650 S.F.

1/4 : 12

MOD. BIT.

OVER LWIC

MOD. BIT. OVER LWIC

D

100 S.F.

1/8 : 12

MOD. BIT.

OVER LWIC

MOD. BIT. OVER LWIC

TOTAL

12,200 S.F.

NOTE: SEE SHEET A301 FOR ROOF SYSTEM

INFORMATION

TABLE LEGEND

SF

= SQUARE FEET

MOD. BIT. = MODIFIED BITUMEN MEMBRANE ROOFING

LWIC = LIGHTWEIGHT INSULATING CONCRETE

NOTE: QUANTITIES ARE PROVIDED TO ASSIST BIDDERS IN ESTABLISHING THE

PROJECT SCOPE. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

QUANTITIES PRIOR TO SUBMITTING A BID FOR THIS PROJECT.

* ROOF AREA A CONSISTS OF 2 LAYERS OF EXISTING ROOFING WITH 2

LAYERS OF LIGHTWEIGHT CONCRETE SUBSTRATES.

*REFER TO SECTION 012300 - ALTERNATES FOR ROOF AREA.A

SPECIFIED PER FLORIDA BUILDING CODE (2023) CH. 16

AND IN ACCORDANCE WITH ASCE 7-22

ULTIMATE DESIGN WIND SPEED

155 MPH

NOMINAL DESIGN WIND SPEED

120 MPH

BUILDING RISK CATEGORY

III

WIND EXPOSURE

EXPOSURE C

INTERNAL PRESSURE COEFFICIENT

0.18 (ENCLOSED)

BUILDING HEIGHT (DESIGN MEAN)

25 FT

DESIGN WIND LOAD PRESSURES IN PSF

(BASED ON NOM. WIND SPEED)

ZONE 1'

1'

ZONE 1

1

ZONE 2

2

ZONE 3

3

N/A

-55.43

-73.12

-99.66

* ANSI/SPRI ES-1 TEST METHODS FOR COPINC CAP AND

EDGE METAL SYSTEMS:

- MIN. HORIZONTAL LOAD: 108 PSF (CORNERS 134 PSF)

- MIN. VERTICAL LOAD: 186 PSF (CORNERS 280 PSF)

WIND DESIGN INFORMATION

15'-0"

TYP.

3

3

5'-0" TYP.

2

5'-0"

TYP.

2

2

1

3

3

15'-0"

TYP.

3

2

5'-0" TYP.

3

WIND LOAD SCHEMATIC

SCALE = N.T.S.

15'-0"

TYP.

3

1

2

5'-0" TYP.

3

3

2

3

15'-0"

TYP.

2

15'-0"

TYP.

3

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2025

Engineer

Alan S. Craigo, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

ASC/MST

DRAWN BY

JWN/VL

ISSUE DATE

04/13/2026

AE PROJECT NUMBER

678444

SHEET TITLE

STANDARD LEGEND,

SYMBOLS AND

GENERAL NOTES

DRAWING NO.

G002

KEY NOTES

ROOF REPLACEMENT NOTES

ALTERNATE NO. 1

1 REMOVE EXISTING ABANDONED PIPE PENETRATINS THROUGH THE ROOF, FILL IN ROOF AS

INDICATED AND ROOF OVER. SEE DETAIL 5/A501.

2 POWERWASH SURFACES OF (EACH) EXISTING PAINTED CONCRETE EYEBROWS, REMOVE

EXISTING LOOSE COATINGS, AND APPLY A NEW ACRYLIC WATERPROOF COATING AS

SPECIFIED (WITH INTEGRAL WHITE FINISH COLOR). SEE DETAIL 2/A501 (QTY 14, VERIFY).

1. ROOF AREA A, C & D

1.1. REMOVE EXISTING MULTI-PLY MODIFIED BITUMEN ROOF ASSEMBLY (AND MECHANICALLY ATTACHED

BASE SHEET) DOWN TO THE EXISTING LIGHTWEIGHT INSULATING CONCRETE (LWIC) SUBSTRATE.

INSTALL NEW MULTI-PLY MODIFIED BITUMEN ROOFING SYSTEM (WITH MECHANICALLY ATTACHED

BASE SHEET) AS SPECIFIED. REFER TO ROOF SYSTEM CROSS SECTION INFORMATION, SHEET A301.

ROOF AREA A: AS AN ALTERNATE TO THE BASE BID SCOPE OF WORK, WHICH INCLUDES

THE APPLICATION OF REINFORCED PMMA SURFACING OVER THE NEW MODIFIED BITUMEN

ROOFING SYSTEM, PROVIDE AN ALTERNATE (DEDUCT) COST FOR INSTALLING A 3-PLY

MODIFIED BITUMEN ROOF SYSTEM (2 BASE-PLIES WITH 1 GRANULE SURFACED CAP SHEET

PLY WITH BRIGHT WHITE GRANULES). REFER TO SECTION 012300-ALTERNATES

3 AT EXISTING LOCATIONS WHERE THERE IS EVIDENCE OF A HISTORY OF STANDING WATER,

REMOVE EXISTING ROOFING DOWN TO THE EXISTING LIGHTWEIGHT INSULATING CONCRETE

(LWIC) SUBSTRATE. CUT OUT AND REMOVE TOP SURFACE (APPROX. 2-INCHES) OF LWIC AND

REPAIR AS SPECIFIED AND FLOAT SURFACE OF LWIC TO MAINTAIN POSITIVE ROOF SLOPE TO

HELP ELIMINATE EXISTING “FLAT AREAS” WHERE STANDING WATER OCCURS. SEE DETAILS

5/A301 (QTY. UP TO 40 SF).

4 REMOVE AND REPLACE EXHAUST VENT/CAP AT EXISTING VENT FLUE ON AREA B AS

INDICATED. CORROSION TREAT AND APPLY PMMA FLASHING ONTO EXISTING GALVANIZED

FLUE. INSPECT EACH VENT FROM SOURCE BELOW, DO NOT INSTALL SCREEN WITH VENT CAP

AT ANY DRYER VENTS. SEE DETAIL 1/A504.

5 INSTALL NEW SECONDARY (OVERFLOW) SCUPPERS THROUGH THE EXISTING PARAPET

WHERE INDICATED (SIZE: 10”W X 4”H). LOCATE SECONDARY SCUPPERS WITHIN 2-FT MIN. OR

4-FT MAX. FROM THE EXISTING PRIMARY SCUPPERS. FIELD VERIFY EXISTING WALL

CONSTRUCTION PRIOR TO INSTALLING SECONDARY SCUPPERS. SEE DETAIL 5/A504.

6 REMOVE AND REPLACE EXISTING ROOF DRAINS WHERE INDICATED ON AREA B, REPLACING

ROOFING AND INSULATION AROUND EACH DRAIN TO FORM A 4-FT X 4-FT SUMP, AND TIE BACK

INTO THE EXISTING ROOFING SYSTEM PRIOR TO THE APPLICATION OF THE NEW REINFORCED

PMMA ROOF SURFACING. SEE DETAIL 1/A503.

1.2. ROOF AREA A: APPLY A REINFORCED FLUID-APPLIED PMMA SURFACE OVER TOP OF THE NEW

MODIFIED BITUMEN MEMBRANE ROOF AS INDICATED (AREA A ONLY). *SEE ALTERNATE NO. 1.

1.3. ROOF AREA C: REPLACE EXISTING SCUPPER DRAIN FLASHINGS, CONDUCTOR BOXES AND

DOWNSPOUTS AND INSTALL NEW OVERFLOW SCUPPERS AS INDICATED.

1.4. SLOPE IS BUILT INTO THE EXISTING LWIC ROOF SUBSTRATE, SEE ROOF PLAN BELOW.

2. ROOF AREA B

2.1. EXISTING MULTI-PLY MODIFIED BITUMEN ROOF MEMBRANE IS SCHEDULED TO REMAIN IN PLACE.

REPAIR EXISTING ROOFING AND FLASHING AND INSTALL NEW REINFORCED FLUID-APPLIED PMMA

SURFACING AS INDICATED. REFER TO ROOF SYSTEM CROSS SECTION INFORMATION, DETAIL 3/A301.

2.2. REPLACE ROOF DRAINS AND OVERFLOW SCUPPERS FLASHINGS AS INDICATED.

2.3. SLOPE IS BUILT INTO THE EXISTING STEEL ROOF DECK, SEE ROOF PLAN BELOW.

3. PROVIDE ROOF PROTECTION (WALKWAY) PATHS WHERE INDICATED ON

THE ROOF PLAN, INCLUDING AROUND SERVICEABLE ROOFTOP

EQUIPMENT. COORDINATE PLACEMENT AND LAYOUT WITH OWNER.

7 REMOVE AND REPLACE EXISTING SECONDARY (OVERFLOW) SCUPPER FLASHINGS (SIZE: 8”W

X 4”H) AND TIE BACK INTO THE EXISTING ROOFING SYSTEM PRIOR TO THE APPLICATION OF

3.1. NOTE: FOR FLUID-APPLIED ROOF SURFACE AREAS, WALKWAYS (OR WALKPATHS) MAY BE PROVIDED

USING AN ADDITIONAL LAYER OF GREY-COLORED PMMA SURFACING WITH SKID RESISTANT FINISH

THE NEW REINFORCED PMMA ROOF SURFACING. SEE DETAIL 2/A503.

4. ROOFTOP LIGHTNING PROTECTION: REMOVE AND REPLACE EXISTING ALUMINUM ROOFTOP LIGHTNING

2

8 PROVIDE CONCRETE SPLASH BLOCK AT THE BASE OF DOWNSPOUTS AS SPECIFIED.

PROTECTION SYSTEM TO ACCOMMODATE ROOF REPLACEMENT AS INDICATED. INSTALL NEW

COMPONENTS TO REPLACE MISSING OR DAMAGED TO PROVIDE A COMPLETE SYSTEM AS SPECIFIED.

A505

2

A506

N.I.C.

2 TYP.

2 TYP.

1

A501

TYP.

165'-6"±

2 TYP.

1

A505

LIGHTNING PROTECTION

THROUGH COPING CAP, SEE

1/A508

5

VP

3

VP

A504

OF

EXISTING J-BOX THRU

ROOF FLASHINGS,

SEE 6/A504

8

2

A504

41'-6"±

3

A501

WALKWAY, SEE

NOTE 3.1 ABOVE

8

4

A504

OF

5

VP

VP

2

A502

F

SIM.

WALKWAY, SEE

NOTE 3.1 ABOVE

VP

HISTORY OF STANDING WATER

IN THESE LOCATIONS, TYP. 3

3

VP

A502

TYP.

VP

VP

VP

3

VP

A502

TYP.

3

A502 TYP. VP

4

A501

HISTORY OF STANDING WATER

IN THESE LOCATIONS, TYP. 3

ADJACENT ROOF (N.I.C.)

RAISED EXPANSION JOINT

WALKWAY

1

A501

TYP.

LIGHTNING PROTECTION

THROUGH COPING CAP, SEE

1/A508

16'-0"±

1

A506

N.I.C.

PROVIDE GUTTERS AT ROOF CORNER

WHERE INDICATED (EXTEND MIN. 6-FT IN

EACH DIRECTION FROM CORNER, TYP.),

SEE 4/A502

NOTE: PROVIDE SPLASH PAN AT BASE

OF DOWNSPOUT ON EXISTING CANOPY,

SEE 3/A507

VP

DS

1

1

A501

TYP.

WALKWAY, SEE

NOTE 3.1 ABOVE

VP V

1

A502

H

6

A501

PROVIDE SAFETY RAILING AT

ROOF HATCH EGRESS AREA TO

MEET CODE REQUIREMENTS,

EXTEND MIN. 48-INCHES

BEYOND EDGE OF HATCH,

SEE 5/A502

1

A501

TYP.

HISTORY OF STANDING WATER

IN THESE LOCATIONS, TYP. 3

2 TYP.

2 TYP.

5

A506

5

A503

4

A503

3

A508

46

2 TYP.

DS

1

3

A501 A503

TYP.

3

A503

1

A501

TYP.

VP VP VP

6

4

4

A503

46

46

5

A503

48'-6"±

N.I.C.

5

A506

SIM.

PROVIDE GUTTERS AT ROOF CORNER

WHERE INDICATED (EXTEND MIN. 6-FT IN

EACH DIRECTION FROM CORNER, TYP.),

SEE 4/A502

NOTE: EXTEND DOWNSPOUT TO DEPOSIT

RUNOFF TO ROOF BELOW AND PROVIDE

CONCRETE SPLASHBLOCK SET IN

ADHESIVE ONTO ROOF SURFACE.

OF

7

PLAN

NORTH

1 ROOF PLAN BUILDING 7

A101 SCALE: 1/8"=1'-0"

OF

64'-6"±

7

OF

5

7

A503

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2025

Engineer

Alan S. Craigo, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

ASC/MST

DRAWN BY

JWN/VL

ISSUE DATE

04/13/2026

AE PROJECT NUMBER

678444

SHEET TITLE

DRAWING NO.

ROOF PLAN

BLDG 7

A101

EXISTING 2-PLY MODIFIED BITUMEN ROOF

MEMBRANE SYSTEM AND MECHANICALLY ATTACHED

BASE SHEET, TO BE REMOVED

EXISTING TAPERED CELLULAR LIGHTWEIGHT

INSULATING CONCRETE (LWIC), TO REMAIN

· LWC TOPPING AVERAGE 2" THICK

· EPS INSULATION VARIES TYP. 1" TO 8"±

EXISTING MODIFIED BITUMEN ROOF SYSTEM WITH

MECHANICALLY ATTACHED BASE SHEET, TO REMAIN

EXISTING CELLULAR LIGHTWEIGHT CONCRETE,

TO REMAIN

EXISTING ROOF SYSTEM

EXISTING CORRUGATED STEEL FORM DECK,

TO REMAIN

REINFORCED FLUID APPLIED (PMMA) SURFACING

OVER (NEW) MODIFIED BITUMEN ROOF SYSTEM,

SEE 4/A302

MODIFIED BITUMEN ROOF MEMBRANE: SMOOTH

SURFACED BASE-PLY MEMBRANE OVER MECH.

ATTACHED BASE SHEET (TORCH APPLIED)

MECHANICALLY ATTACHED BASE SHEET

EXISTING TAPERED CELLULAR LIGHTWEIGHT

INSULATING CONCRETE (LWIC)

· LWC TOPPING AVERAGE 2" THICK

· EPS INSULATION VARIES TYP. 1" TO 5"±

EXISTING MODIFIED BITUMEN ROOF SYSTEM WITH

MECHANICALLY ATTACHED BASE SHEET

EXISTING CELLULAR LIGHTWEIGHT CONCRETE

NEW ROOF SYSTEM

EXISTING CORRUGATED STEEL FORM DECK

NOTE: REFER TO ALTERNATE DETAIL 6/A302 AND SECTION 012300 - ALTERNATES FOR ROOF AREA A.

1 ROOF SYSTEM CROSS SECTION INFORMATION (AREA A)

A301 SCALE: 3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING 2-PLY MODIFIED BITUMEN ROOF MEMBRANE:

GRANULAR SURFACED CAP SHEET OVER SMOOTH

BASE-PLY MEMBRANE, TO REMAIN

EXISTING 5/8" THICK GYPSUM

COVERBOARD, TO REMAIN

EXISTING ROOF SYSTEM

REINFORCED FLUID APPLIED (PMMA) SURFACING OVER

(EXISTING) MODIFIED BITUMEN ROOF SYSTEM,

SEE 5/A302

EXISTING 2-PLY MODIFIED BITUMEN ROOF MEMBRANE:

GRANULAR SURFACED CAP SHEET OVER SMOOTH

BASE-PLY MEMBRANE

EXISTING 5/8" THICK GYPSUM BOARD,

TO REMAIN

EXISTING 3" POLYISOCYANURATE

INSULATION, TO REMAIN

EXISTING SLOPED TYPE -B STEEL DECK,

TO REMAIN

EXISTING 5/8" THICK

GYPSUM COVERBOARD

NEW ROOF SYSTEM

EXISTING 5/8" THICK GYPSUM

COVERBOARD

EXISTING 3" POLYISOCYANURATE

INSULATION

EXISTING SLOPED TYPE -B STEEL DECK

NOTE: FOR TYP. ROOF REPAIRS, SEE 5/A301

2 ROOF SYSTEM CROSS SECTION INFORMATION (AREA B)

A301 SCALE: 3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING ROOF SYSTEM

EXISTING 2-PLY MODIFIED BITUMEN ROOF

MEMBRANE SYSTEM AND MECHANICALLY

ATTACHED BASE SHEET, TO BE REMOVED

EXISTING TAPERED CELLULAR LIGHTWEIGHT

INSULATING CONCRETE (LWIC), TO REMAIN

· LWC TOPPING AVERAGE 3" THICK

· EPS INSULATION VARIES TYP. 3.5" TO 8"±

EXISTING CORRUGATED STEEL FORM DECK,

TO REMAIN

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2025

2-PLY MODIFIED BITUMEN ROOF MEMBRANE:

GRANULAR SURFACED CAP SHEET OVER SMOOTH

BASE-PLY MEMBRANE (TORCH APPLIED)

MECHANICALLY ATTACHED BASE SHEET

EXISTING TAPERED CELLULAR LIGHTWEIGHT

INSULATING CONCRETE (LWIC), TO REMAIN

· LWC TOPPING AVERAGE 3" THICK

· EPS INSULATION VARIES TYP. 3.5" TO 8"±

NEW ROOF SYSTEM

NOTE: FOR TYP. LWIC REPAIRS, SEE 6/A301

EXISTING CORRUGATED STEEL FORM DECK

3 ROOF SYSTEM CROSS SECTION INFORMATION (AREA C)

A301 SCALE: 3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING ROOF SYSTEM

EXISTING 2-PLY MODIFIED BITUMEN ROOF

MEMBRANE SYSTEM AND MECHANICALLY

ATTACHED BASE SHEET, TO BE REMOVED

EXISTING TAPERED CELLULAR LIGHTWEIGHT

INSULATING CONCRETE (LWIC), TO REMAIN

EXISTING PRECAST CONCRETE DECK,

TO REMAIN

2-PLY MODIFIED BITUMEN ROOF MEMBRANE:

GRANULAR SURFACED CAP SHEET OVER SMOOTH

BASE-PLY MEMBRANE (TORCH APPLIED)

MECHANICALLY ATTACHED BASE SHEET

EXISTING TAPERED CELLULAR LIGHTWEIGHT

INSULATING CONCRETE (LWIC)

EXISTING PRECAST CONCRETE DECK

NEW ROOF SYSTEM

NOTE: FOR TYP. LWIC REPAIRS, SEE 6/A301

4 ROOF SYSTEM CROSS SECTION INFORMATION (AREA D)

A301 SCALE: 3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

CUT OUT AND REMOVE BLISTERED MEMBRANE OR WHERE

WRINKLES OR OTHER DAMAGE IS OBSERVED, REPAIR BACK TO

WHERE EXISTING SUBSTRATE MATERIAL IS SOUND AND DRY

CUT OUT AND REMOVE EXISTING INSULATION SUBSTRATE

MATERIALS WHERE FOUND TO BE DAMAGED OR IF MOISTURE

IS IDENTIFIED, REPAIR BACK TO EXISTING GOOD (SOUND/DRY)

SUBSTRATE; FOR SUBSTRATE MATERIALS REFER TO 2/A301

STEP 1

EXISTING STEEL ROOF DECK

REINFORCED FLUID-APPLIED (PMMA) ROOF COATING SYSTEM

CONTINUOUS OVER THE WHOLE ROOF AREA (APPLY AFTER

PATCH HAS CURED)

COVER REPAIR AREA WITH MIN. 1-LAYER OF GRANULAR

SURFACED MODIFIED BITUMEN ROOFING MEMBRANE,

TORCH-ADHERE AND EXTEND MIN. 4" ONTO ADJACENT

EXISTING ROOF SURFACE (DE-GRANULATE CAP SHEET

AT OVERLAP TO ENSURE ADHESION ); THEN APPLY

REINFORCED FLUID-APPLIED MEMBRANE PATCH, EXTEND

PATCH MIN. 6" BEYOND THE REPAIR

INSTALL SAME NUMBER OF PLIES AS ARE REMOVED, BUILD

UP DEPRESSION IN ROOFING AT PATCH LOCATION TO MAKE

SURFACE LEVEL

EXISTING MODIFIED BITUMEN ROOFING WITH GRANULAR

SURFACED CAP SHEET

STEP 2

REPLACE EXISTING INSULATION SUBSTRATE MATERIALS ONLY

AS REQUIRED TO ADDRESS DAMAGE, AS INDICATED ABOVE

EXISTING STEEL ROOF DECK

5 TYP. REPAIRS TO EXISTING ROOF ASSEMBLY (AREA B)

A301 SCALE: 3" = 1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

REMOVE AND REPLACE ROOFING

AS INDICATED, SEE 1/A301

ROOF AREA A

REMOVE AND REPLACE ROOFING

AS INDICATED, SEE 3/A301

INSPECT UNDERLYING LIGHTWEIGHT INSULATING

CONCRETE (LWIC) SUBSTRATES FOR DAMAGE OR

MOISTURE, CUT OUT AND PATCH AS SPECIFIED

(FLOAT TO MAINTAIN POSITIVE ROOF SLOPE AND

ALLOW TO CURE BEFORE INSTALLING ROOFING)

REMOVE DAMAGED OR WET LWIC BACK TO

SOUND/DRY SUBSTRATE MATERIALS

CUT OUT AND REPLACE EXISTING RIGID

POLYSTYRENE INSULATION BOARDS AT

ISOLATED AREAS TO FACILITATE REPAIRS

AT REPAIR AREAS, INSPECT FOR MOISTURE

BETWEEN ROOF SYSTEMS AND VACUUM OUT

MOISTURE WHERE OBSERVED

EXISTING ASPHALT MEMBRANE ROOF SYSTEM

(BETWEEN LWIC LAYERS). PATCH OR REPAIR

WHERE DAMAGED DURING DEMO PROCEDURES

EXISTING LIGHTWEIGHT CONCRETE ON

CORRUGATED STEEL FORM DECK

INSPECT UNDERLYING LIGHTWEIGHT INSULATING

CONCRETE (LWIC) SUBSTRATES FOR DAMAGE OR

MOISTURE, CUT OUT AND PATCH AS SPECIFIED

(FLOAT TO MAINTAIN POSITIVE ROOF SLOPE AND

ALLOW TO CURE BEFORE INSTALLING ROOFING)

REMOVE DAMAGED OR WET LWIC BACK TO

SOUND/DRY SUBSTRATE MATERIALS

CUT OUT AND REPLACE EXISTING RIGID

POLYSTYRENE INSULATION BOARDS AT

ISOLATED AREAS TO FACILITATE REPAIRS

ROOF AREA C, D

EXISTING CORRUGATED STEEL FORM DECK

6 TYP. REPAIRS TO LWIC (AREA A, C, D)

A301 SCALE: 3" = 1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

Engineer

Alan S. Craigo, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

ASC/MST

DRAWN BY

JWN/VL

ISSUE DATE

04/13/2026

AE PROJECT NUMBER

678444

SHEET TITLE

ROOF SYSTEM

INFORMATION

DRAWING NO.

A301

8"

MIN.

3"

4" MIN.

SECTION

EXTEND ROOF

MEMBRANE ABOVE HEAD

OF CANT AND ADHERE

TO WALL OR ROOF CURB

TERMINATION BAR

2-PLY MODIFIED BITUMEN

BASE FLASHING

LOW PROFILE

FIBER CANT

2" MIN.

NOTE: FIBER CANT STRIPS MAY BE ELIMINATED

WHEN USING POLYESTER - REINFORCED

MEMBRANE BASE FLASHINGS, WITH ROOF

SYSTEM MANUFACTURER WRITTEN CONSENT.

NOTE: FOR WOOD OR PLYWOOD SUBSTRATES,

UTILIZE A SELF-ADHERING BASE PLY FLASHING

MEMBRANE WITH TOP SURFACE CAPABLE OF

TORCHING TOP PLIES, AS SPECIFIED.

ROOF CURB OR RISING WALL

NEW MODIFIED BITUMEN BASE FLASHING

MEMBRANE (SMOOTH), UP AND OVER TOP

OF CURB/WALL AS SHOWN

SEE SHEET A301

EXISTING OR NEW ROOFING

AND BASE FLASHINGS,

REFER TO ROOF SYSTEM

ASSEMBLY INFORMATION

ON SHEET A302, AND SEE

DETAIL 1/A302

GRANULAR SURFACED MODIFIED BITUMEN

BASE FLASHING CAP PLY

SEE SHEET A301

ROOF CURB OR RISING WALL

REINFORCED FLUID-APPLIED (PMMA)

BASE FLASHING SYSTEM

REINFORCED FLUID-APPLIED (PMMA) ROOF

SURFACING OR COATING SYSTEM

GRANULAR SURFACED MODIFIED

BITUMEN ROOF MEMBRANE CAP SHEET

SEE SHEET A301

MODIFIED BITUMEN ROOF MEMBRANE BASE

PLY (SMOOTH)

SEE SHEET A301

LOW PROFILE FIBER CANT STRIP, SET IN

ADHESIVE AND APPLY PRIMER OVER FACE

TO RECEIVE ROOFING

LIGHTWEIGHT INSULATING CONCRETE (LWIC)

SUBSTRATE (BASE SHEET NOT SHOWN)

SEE SHEET A301

1 TYP. MOD. BIT. MEMBRANE BASE FLASHING INSTALLATION

A302 SCALE: 3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

CLEAN AND PREP ROOF SURFACE TO

RECEIVE FLUID-APPLIED ROOFING AND

FLASHING SYSTEM(S)

2 TYP. FLUID-APPLIED BASE FLASHING

A302 SCALE: 3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING OR NEW ROOFING AND

FLASHINGS, REFER TO ROOF SYSTEM

ASSEMBLY INFORMATION ON SHEET A302

ROOFING SUBSTRATE VARIES

SEE SHEET A301

FLUID-APPLIED ROOF COATING TOP

COAT, 2-LAYERS (OR AS REQUIRED

TO MEET SPECIFIED WARRANTY

REQUIREMENTS), ENTIRE ROOF

FLUID-APPLIED ROOF COATING,

BASE COAT

POLYESTER

REINFORCEMENT FABRIC

FLUID-APPLIED ROOF COATING TOP

COAT, 2-LAYERS (OR AS REQUIRED

TO MEET SPECIFIED WARRANTY

REQUIREMENTS), ENTIRE ROOF

FLUID-APPLIED ROOF COATING,

BASE COAT

POLYESTER

REINFORCEMENT FABRIC

REINFORCED FLUID-APPLIED (PMMA) SURFACING

OVER MODIFIED BITUMEN ROOF SYSTEM WHERE

SPECIFIED, SEE SHEET A301

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

MODIFIED BITUMEN ROOF

6"

MEMBRANE STRIPPING PLY

METAL FLANGE, PRIME BOTH

SIDES, SET IN ROOF MASTIC AND

FASTEN TO WOOD BLOCKING

©2025

EDGE METAL

TURN BASE PLY MEMBRANE DOWN

OVER FACE BEHIND METAL TO

COVER WOOD BLOCKING OR

WRAP EDGE WITH SELF-ADHERED

MEMBRANE FLASHING

PERIMETER WOOD BLOCKING, TO

MATCH INSULATION HEIGHT AND

FLUSH WITH EDGE, TYP.

EXISTING LIGHTWEIGHT

INSULATING CONCRETE (LWIC)

SUBSTRATE

MODIFIED BITUMEN ROOF

MEMBRANE BASE PLY (SMOOTH),

OVER MECHANICALLY ATTACHED

BASE SHEET, TYP.

3 TYP. EMBEDDED EDGE FLASHING (AREA A)

A302 SCALE: 3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING 2-PLY MODIFIED BITUMEN ROOF

MEMBRANE SYSTEM AND MECHANICALLY ATTACHED

BASE SHEET, TO BE REMOVED

EXISTING ROOF SYSTEM

EXISTING TAPERED CELLULAR LIGHTWEIGHT

INSULATING CONCRETE (LWIC), TO REMAIN

· LWC TOPPING AVERAGE 2" THICK

· EPS INSULATION VARIES TYP. 1" TO 8"±

EXISTING MODIFIED BITUMEN ROOF SYSTEM WITH

MECHANICALLY ATTACHED BASE SHEET, TO REMAIN

EXISTING CELLULAR LIGHTWEIGHT CONCRETE,

TO REMAIN

EXISTING CORRUGATED STEEL FORM DECK,

TO REMAIN

PROVIDE SURFACE PRIMERS OR

CONDITIONERS AS REQUIRED BY THE

MANUFACTURER TO PROMOTE ADHESION.

NOTE: FOR FLUID-APPLIED ROOF SURFACE AREAS,

WALKWAYS (OR WALKPATHS) MAY BE PROVIDED

USING AN ADDITIONAL LAYER OF GREY-COLORED

PMMA SURFACING WITH SKID RESISTANT FINISH

MODIFIED BITUMEN ROOF MEMBRANE:

SMOOTH SURFACED BASE PLY MEMBRANE

OVER MECHANICALLY ATTACHED BASE

SHEET (TORCH APPLIED) SEE 1/A301

ALTERNATE (AREA A): AS AN ALTERNATE TO APPLYING A MODIFIED

BITUMEN ROOF SYSTEM WITH PMMA SURFACING, PROVIDE A DEDUCT

COST FOR INSTALLING A 3-PLY MODIFIED BITUMEN ROOF SYSTEM

(2-BASE PLIES WITH 1 GRANULE SURFACED CAP PLY). REFER TO

ALTERNATES, SECTION 012300 AND DETAIL 6/A302.

4 TYP. FLUID-APPLIED ROOF SURFACING SYSTEM (AREA A)

A302 SCALE: NTS

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

EXISTING MODIFIED BITUMEN ROOFING

SYSTEM WITH GRANULAR SURFACED CAP

SHEET, MAKE REPAIRS THEN CLEAN AND

APPLY CONDITIONER AND/OR PRIMER AS

PRESCRIBED BY THE MANUFACTURER TO

PROMOTE ADHESION

5 TYP. FLUID-APPLIED ROOF COATING SYSTEM (AREA B)

A302 SCALE: NTS

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

3-PLY MODIFIED BITUMEN ROOF MEMBRANE:

GRANULAR SURFACED CAP SHEET OVER 2-PLIES OF

SMOOTH BASE PLY MEMBRANE(S) (TORCH APPLIED).

MECHANICALLY ATTACHED BASE SHEET

EXISTING TAPERED CELLULAR LIGHTWEIGHT

INSULATING CONCRETE (LWIC)

· LWC TOPPING AVERAGE 2" THICK

· EPS INSULATION VARIES TYP. 1" TO 5"±

EXISTING MODIFIED BITUMEN ROOF SYSTEM WITH

MECHANICALLY ATTACHED BASE SHEET

EXISTING CELLULAR LIGHTWEIGHT CONCRETE

NEW ROOF SYSTEM (ALTERNATE)

EXISTING CORRUGATED STEEL FORM DECK

NOTE: THIS ROOF SYSTEM CROSS SECTIOPN IS PROVIDED AS AN ALTERNATE TO 1/A301, REFER TO SECTION 012300 - ALTERNATES

6 ALTERNATE ROOF SYSTEM (AREA A)

A302 SCALE: 3"=1'-0"

(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)

Engineer

Alan S. Craigo, P.E.

ARCH/ENGR OF RECORD

DESIGNED BY

ASC/MST

DRAWN BY

JWN/VL

ISSUE DATE

04/13/2026

AE PROJECT NUMBER

678444

SHEET TITLE

ROOF SYSTEM

INFORMATION

DRAWING NO.

A302

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction

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