Deltona High - Reroof Bldg. 26
| Location: | Florida |
|---|---|
| Posted: | May 8, 2026 |
| Due: | May 27, 2026 |
| Agency: | Volusia County Schools |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | Project No. 2648207 |
| Publication URL: | To access bid details, please log in. |
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
This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.
Daily notification on new contract opportunities
With GovernmentContracts, you can:
- Find more opportunities and win more business
- Receive daily alerts for all new bid opportunities
- Get contract opportunities matched to your business
* Disclaimer: Information regarding bids, requests for proposals (RFPs), or requests for qualifications (RFQs) is provided on this website only for convenience and does not constitute official public notice. Persons wishing to respond to or inquire about bids, RFPs, or RFQs should contact the appropriate government department.