Deltona High - Reroof Bldg. 26

DELTONA HIGH SCHOOL SCHOOL BOARD
MEMBERS
VOLUSIA
REROOF BLDG. 26
BOARD CHAIR
RUBEN COLON
COUNTY SCHOOLS
BOARD VICE CHAIR
KRISTA GOODRICH
MEMBER
DONNA BROSEMER
MEMBER
JAMIE HAYNES
MEMBER
JESSIE THOMPSON
VCS Project NO. 2648207
THE SCHOOL BOARD OF VOLUSIA
CARMEN J. BALGOBIN SUPERINTENDENT
COUNTY FLORIDA
200 North Clara Avenue
Deland, Florida 32720
100 WOLF PACK RUN
DELTONA, FL 32725
DESCRIPTION OF WORK ENGINEERS & CONSULTANTS INDEX OF DRAWINGS
THE GENERAL SCOPE OF WORK FOR THIS PROJECT INCLUDES ROOF REPLACEMENT WHERE INDICATED ON THE DRAWINGS. G001 COVER SHEET
DISCIPLINE : ARCHITECTURAL
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. FIRM NAME: TERRACON CONSULTANTS G002 GENERAL NOTES , SITE PLAN AND LEGEND
ADDRESS: 1675 LEE ROAD
STEEP-SLOPED ROOF AREAS: REMOVE THE EXISTING TILE ROOF AND INSTALL NEW STANDING SEAM METAL ROOFING ADDRESS: WINTER PARK, FL 32789
CONTACT PHONE NUMBER: 407-740-6110 1675 LEE ROAD
SYSTEM. A101 ROOF PLAN
PROJECT MANAGER: ENGY MAGDY WINTER PARK, FL 32789
EMAIL ADDRESS: ENGY.MAGDY@TERRACON.COM PH. (407) 740-6110| TERRACON.COM
WWW.TERRACON.COM TERRACON FL LICENSE NO. 8830
A501 ROOF DETAILS
A502 ROOF DETAILS
A503 ROOF DETAILS
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 N/A
B. LEGAL DESCRIPTION N/A
C. OCCUPANCY TYPE N/A
D. CONSTRUCTION TYPE N/A
E. RISK CATEGORY III
F. AUTOMATIC SPRINKLER N/A
G. BUILDING AREA 4100 SF
H. BUILDING HEIGHT 16 FT
I. OCCUPANT LOAD N/A
LOCATION MAP
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
COVER SHEET
CONSTRUCTION DOCUMENTS 01/19/2026
DRAWING NO.
G001
NOT TO SCALE
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1675 LEE ROAD
WINTER PARK, FL 32789
PH. (407) 740-6110| TERRACON.COM
TERRACON FL LICENSE NO. 8830
SHEET TITLE

GENERAL NOTES SITE PLAN
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.
PARKING LOT
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
PARKING LOT
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. PARKING LOT
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.
PLAY AREA
PLAY AREA
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.
PARKING LOT
PARKING LOT
INSTALLATION NOTES PLAY AREA
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.
PLAY AREA
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.
BUILDING 26
4. FOR THE SAKE OF CLARITY, SECUREMENT FASTENERS ARE NOT SHOWN ON THE DRAWINGS IN THEIR ENTIRETY. REFER TO SPECIFICATIONS FOR FASTENER TYPES/SPACING.
PARKING LOT
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.
PLAY AREA
PLAY AREA
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 PLAY AREA
PLAY AREA
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).
WIND UPLIFT INFORMATION
WIND DESIGN INFORMATION
10'
3
SPECIFIED PER FLORIDA BUILDING CODE (2023) CH. 16
AND IN ACCORDANCE WITH ASCE 7-22 3 3
STANDARD LEGEND AND SYMBOLS
2
ULTIMATE DESIGN WIND SPEED 155 MPH
NOTE: NOT ALL SYMBOLS NECESSARILY USED
PARAPET WALL BUILDING RISK CATEGORY III 1
VTR
VENT THROUGH ROOF
WIND EXPOSURE B
ROOF DRAIN
INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
OF 2 1 1' 1 2 3
OVERFLOW THRU-WALL SCUPPER
BUILDING HEIGHT (MEAN) 16 FT
F EXHAUST FAN
EXISTING STRUCTURAL SLOPE
DESIGN WIND LOAD PRESSURES
1
ZONE 1' 1' -19.74 PSF
GENERAL NOTES,
2
ZONE 1 1 -34.37 PSF SITE PLAN AND LEGEND
3 3
ZONE 2 2 -45.34 PSF
ZONE 3 3 -61.79 PSF G002
'01
'4
10'
4'
'4
'01
4'
10'
'01
'4
4'
10'
'4
'01
4'
'01
'01
'01
'01
10' 10' 10' 10'
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
DRAWING NO.
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1675 LEE ROAD
WINTER PARK, FL 32789
PH. (407) 740-6110| TERRACON.COM
TERRACON FL LICENSE NO. 8830
TAPERED INSULATION SLOPE
SHEET TITLE

"7-'15
F
OF
VTR
VTR
1/4:12
F
F
OF
VTR
VTR
VTR
F
OF
71'-1"
21:5
21:5
8'-2"
5:12 5:12

"2-'4
4 1/2"

"2-'12
1/4:12
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
DRAWING NO.
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ROOF REPLACEMENT NOTES
1675 LEE ROAD
ROOF AREA A: WINTER PARK, FL 32789
PH. (407) 740-6110| TERRACON.COM
TERRACON FL LICENSE NO. 8830
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
5 LAYOUT FOR REVIEW AS SPECIFIED.
A502
ROOF AREA C
4. REMOVE AND REPLACE ROOF DRAINS AS INDICATED. PROVIDE 4-FTX4-FT MIN. TAPERED INSULATION
MEAN ELEV. = 13' DRAIN SUMPS AT ALL ROOF DRAIN LOCATIONS AS INDICATED.
5. REMOVE EXISTING EXHAUST FANS AND REINSTALL ATOP OF NEW ROOF CURBS AS INDICATED.
4
ROOF AREAS B AND C:
5 A502 5
A501 1 6 A501
1. REMOVE THE EXISTING CLAY TILE ROOF SYSTEM DOWN TO THE EXISTING PLYWOOD ROOF DECK.
A503 A502
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.
TYP.
3
A502
5 6
A501 A501
4
4
A502
A501
TYP.
2
A502
1
A503
TYP.
TYP. ROOF AREA A
2
3 ELEV. = 16'
6
A502
TYP. A502 TYP.
A502
1 1
6 A502 A502
A501 TYP.
3
TYP.
A502
2
A502
5
A502
TYP.
TYP. 3
2
A502
A502
6
A501 ROOF AREA B
4
MEAN ELEV. = 15'
A502
5
4
A501
A501
5
A501
5 5
A501 A501
SHEET TITLE
PLAN NORTH ROOF PLAN
ROOF PLAN
1
SCALE: 1/4" = 1'-0" 0 2' 4' 8'
A101

EXISTING GRAVEL SURFACED ASPHALT
BUILT-UP ROOFING, TO BE REMOVED EXISTING CLAY TILE ROOF, TO BE REMOVED
NOTE:
SEALANT
1. ON EXISTING WOOD OR PLYWOOD SUBSTRATES, UTILIZE BASE
EXISTING UNDERLAYMENT, TO REMAIN
EXISTING PERLITE INSULATION
FLASHING BASE-PLY MEMBRANE WITH SELF-ADHERING BOTTOM
AT CRICKETS, TO BE REMOVED SURFACE AND TOP (SMOOTH) SURFACE TREATED SO AS TO RECEIVE TERMINATION BAR
SUBSEQUENT LAYER OF TORCH-APPLIED CAP-PLY FLASHING. APPLY
MODIFIED BITUMEN
EXISTING POLYISOCYANURATE PRIMER TO SURFACES TO RECEIVE SELF-ADHERING MEMBRANE IN
BASE FLASHING
INSULATION, TO BE REMOVED ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 8"
MIN.
LOW PROFILE FIBER
CANT
3"
EXISTING PLYWOOD DECK, TO REMAIN.
EXISTING THICKNESS REPAIR DAMAGED OR DETERIORATED
VARIES (0" TO 4") DECK AS SPECIFIED
2" MIN.
4" MIN.
3" THICK
SECTION
EXISTING ROOF SYSTEM
EXISTING WALL SUBSTRATE (SEE NOTE ABOVE)
MODIFIED BITUMEN BASE FLASHING BASE PLY (EXTEND
STANDING SEAM METAL ROOF PANELS
EXISTING 1-1/2" DEEP WIDE UP AND OVERTOP OF WALL AT PARAPET, TYP.)
RIB METAL DECK, TO REMAIN
SELF-ADHERED MEMBRANE EXTEND ROOF MEMBRANE ABOVE HEAD OF
UNDERLAYMENT CANT AND ADHERE TO WALL
EXISTING ROOF SYSTEM
GRANULAR SURFACED MODIFIED
2-PLY MODIFIED BITUMEN ROOF MEMBRANE: BITUMEN BASE FLASHING CAP PLY
GRANULAR SURFACED CAP SHEET OVER
SMOOTH BASE-PLY MEMBRANE
(TORCH-APPLIED)
1/2" THICK GYPSUM COVERBOARD
(ADHESIVE ATTACHED)
EXISTING UNDERLAYMENT
TOP LAYER OF POLYISOCYANURATE
INSULATION (ADHESIVE ATTACHED)
GRANULAR SURFACED MODIFIED BITUMEN
EXISTING PLYWOOD DECK. REPAIR
BASE LAYER OF POLYISOCYANURATE DAMAGED OR DETERIORATED DECK AS ROOF MEMBRANE CAP SHEET
INSULATION (MECHANICALLY ATTACHED) SPECIFIED
NEW ROOF SYSTEM
MIN. POLYISO THICKNESS
STANDING SEAM METAL ROOF PANELS
COMBINED 4.5" THICK, TYP.
16"
MODIFIED BITUMEN ROOF MEMBRANE BASE PLY
SELF-ADHERED MEMBRANE
UNDERLAYMENT
LOW PROFILE FIBER CANT STRIP, SET IN ADHESIVE AND
APPLY PRIMER OVER FACE TO RECEIVE ROOFING
EXISTING 1-1/2" DEEP WIDE
NEW ROOF SYSTEM RIB METAL DECK NEW ROOF SYSTEM PROFILE EXISTING UNDERLAYMENT ROOF INSULATION AND COVERBOARD
EXISTING PLYWOOD DECK. REPAIR EXISTING METAL DECK
DAMAGED OR DETERIORATED DECK AS
SPECIFIED
ROOF SYSTEM CROSS SECTION - ROOF AREA A ROOF SYSTEM CROSS SECTION - ROOF AREAS B AND C TYPICAL MEMBRANE BASE FLASHING
1 2 3
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)
PLYWOOD AND WOOD SHIMS TO METAL COPING CAP. SEE 2/A503
PLYWOOD AND WOOD SHIMS TO
PROVIDE SLOPE AS SHOWN
SELF-ADHERED MEMBRANE OVERTOP PROVIDE SLOPE AS SHOWN
2X WOOD BLOCKING OF PARAPET, BENEATH COPING CAP METAL COPING CAP. SEE 2/A503
2X WOOD BLOCKING
SELF-ADHERED MEMBRANE
22" 17"
OVERTOP OF PARAPET,
BENEATH COPING CAP
5.5" 5.5"
4.5" 4.5"
1/2" PLYWOOD SHEATHING
EXISTING STUCCO
EXISTING 2X WOOD EXISTING 2X WOOD
BLOCKING EXISTING STUCCO BLOCKING
1/2" PLYWOOD SHEATHING SEAL AROUND
SCUPPER FACE
EXISTING METAL
VARIES PLATE, TYP. REINFORCED FLUID-APPLIED
STUD WALL 14" TO 22" FLASHING SYSTEM AROUND
SCUPPER OPENING, TYP.
STRIP IN SCUPPER DECK FLANGE
WITH MEMBRANE ROOFING
EXISTING STUCCO BASE FLASHING, SEE 3/A501 BACKER ROD AND
6" NOM. WIDTH WOOD BLOCKING AT
CONTINUOUS SEALANT SEALANT AROUND
SCUPPERS TO PROVIDE NAILING
SCUPPER SLEEVE
BASE FOR SCUPPER FLANGE, TYP.
SURFACE MOUNTED THROUGH STUCCO
COUNTERFLASHING WITH MODIFIED BITUMEN
MODIFIED BITUMEN ROOFING
WIND CLIPS EXISTING METAL ROOFING SYSTEM,
SYSTEM, SEE 1/A501
STUD WALL SEE 1/A501
1/2" PLYWOOD
22"
EXISTING STUCCO SHEATHING METAL SCUPPER
ASSEMBLY,
EXISTING CMU WALL
BASE FLASHING,
SEE X/A50X
SEE 3/A501
MODIFIED BITUMEN EXISTING CMU WALL
ROOFING SYSTEM,
SEE 1/A501
EXISTING METAL
STUD WALL
ARCH/ENGR OF RECORD
EXISTING STUCCO
EXISTING CMU WALL
DESIGNED BY DRAWN BY
EXISTING METAL DECK EXISTING METAL DECK
EXISTING METAL
STUD WALL ISSUE DATE AE PROJECT NUMBER
EXISTING METAL DECK
PARAPET WALL PARAPET WALL SECONDARY "OVERFLOW" THRU-WALL SCUPPER
DRAWING NO.
4 5 6
SCALE: 3"=1'-0" 0 3" 6" 9" SCALE: 3"=1'-0" 0 3" 6" 9" SCALE: 3"=1'-0" 0 3" 6" 9"
(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)
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1675 LEE ROAD
WINTER PARK, FL 32789
PH. (407) 740-6110| TERRACON.COM
TERRACON FL LICENSE NO. 8830
SHEET TITLE
ROOF DETAILS
A501

CAST IRON DOME WITH STAINLESS
EXISTING GALVANIZED CURB ADAPTER (RE-USE), STEEL HARDWARE
PAINT AS SPECIFIED
CAST IRON CLAMPING RING WITH STAINLESS
STEEL HARDWARE PVC VENT PIPE EXTENSION, FIT INTO EXISTING RE-SECURE EXISTING ROOFTOP EQUIPMENT TO
ROOF CURB WITH#14 HWH SCREWS WITH SEALING
PIPE AND SET IN URETHANE SEALANT
EXTEND ROOFING PLIES INSIDE CLAMPING RING WASHERS, 8" O.C. MAX. (MIN. 3 PER SIDE)
30" X 30" LEAD FLASHING SHEET SET IN MASTIC 24 GA. STAINLESS STEEL SKIRT WITH WIND CLIPS
AT 24" O.C.
MODIFIED BITUMEN STRIPPING PLY, EXTEND
MIN. 4" BEYOND EDGE OF LEAD SHEET AND
ADHERE TO BASE PLY MEMBRANE
24"
INSULATED METAL CURB
1/2:12 TAPERED INSULATION
SUMP (MIN.) 12" MIN. REINFORCED FLUID APPLIED FLASHING, EXTEND
MIN. 3" UP BEYOND PIPE JOINT
ROOFING AND FLASHINGS AT ROOF
DRAIN
CANT STRIP
10" MIN.
MODIFIED BITUMEN ROOFING SYSTEM,
MODIFIED BITUMEN BASE FLASHING, SEE 3/A501
SEE 1/A501
MODIFIED BITUMEN ROOFING SYSTEM, SEE 1/A501
2" MAX. MODIFIED BITUMEN ROOFING SYSTEM, SEE 1/A501
EXISTING METAL DECK
REMOVE AND REPLACE DRAIN
INSULATION TO FACILITATE WORK
CAST IRON DRAIN BOWL, JOSAM MODEL 21500
EXISTING STEEL DECK
OR APPROVED EQUAL, PROVIDE EXTENSION EXISTING METAL DECK
AS SPECIFIED TO MATCH INSULATION
THICKNESS WITHIN SUMP, WITH INTEGRAL WOOD BLOCKING TO MATCH
METAL DRAIN RECEIVER/PAN AND NO-HUB OR INSULATION THICKNESS
INTERNALLY THREADED DRAIN OUTLET
EXISTING VENT PIPE
HEAVY DUTY DECK CLAMP
NO-HUB COUPLING TO EXISTING
DRAIN LEADER PIPE
EXISTING DRAIN LEADER PIPING
ROOF DRAIN VENT PIPE ROOFTOP EQUIPMENT CURB
1 2 3
SCALE: 3"=1'-0" 0 3" 6" 9" SCALE: 3"=1'-0" 0 3" 6" 9" SCALE: 3"=1'-0" 0 3" 6" 9"
(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)
POP RIVET TO FLUSH LAP OF
RIDGE/HIP FLASHING
METAL ROOF SYSTEM, SEE 2/A501 METAL ROOF SYSTEM, SEE 2/A501
SELF-ADHERED UNDERLAYMENT,
RIDGE CAP FLASHING
STRIP-IN ROOF EAVE FLASHING EXTEND OVER ROOF EDGE AS
(FLANGE) WITH SELF-ADHERED SHOWN
MEMBRANE PRIOR TO INSTALLING
ROOF AT EDGE GABLE FLASHING
TURN UP AND PROVIDE BOXED
PANEL ENDS, TYP.
TURN PANEL EDGE UP SELF-ADHERED UNDERLAYMENT,
EXTEND OVER ROOF EDGE AS
POLYURETHANE FOAM CLOSURE,
SHOWN
TYP.
METAL ROOF SYSTEM, SEE 2/A501
"J" CLOSURE
FIELD CUT, BEND RETURN IN PANEL
AND HOOK RETURN OVER EAVE
FLASHING
"Z" CLOSURE, SET IN TAPE SEALANT
METAL RAKE FLASHING
METAL EAVE FLASHING WITH
CONTINUOUS CLEAT FIE W 8 L " / D M T V Y A E P N R . U I F F . Y SELF-ADHERED UNDERLAYMENT
EXISTING STUCCO EXISTING STUCCO
EXISTING PLYWOOD DECK
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
ROOF EDGE RAKE EDGE RIDGE/HIP
DRAWING NO.
4 5 6
SCALE: 3"=1'-0" 0 3" 6" 9" SCALE: 3"=1'-0" 0 3" 6" 9" SCALE: 3"=1'-0" 0 3" 6" 9"
(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)
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01/19/2026 F9246313
LOOHCS
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NOITPIRCSED
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1675 LEE ROAD
WINTER PARK, FL 32789
PH. (407) 740-6110| TERRACON.COM
TERRACON FL LICENSE NO. 8830
SHEET TITLE
ROOF DETAILS
A502

FIELD VERIFY
METAL COPING CAP
CONTINUOUS METAL CLEAT SELF-ADHERED MEMBRANE UNDERLAYMENT
BENEATH METAL COPING CAP, TYP.
METAL ROOF
AS
INDICATED
1 3/4"
MIN 1-1/2" LONG RING
SHANK NAILS, 6" O.C.
METAL EAVE FLASHING
EXISTING STUCCO WALL
SECTION
CUT STUCCO TO ALLOW FOR THE
INSTALLATION OF THE METAL RECEIVER,
PATCH AND PAINT TO MATCH EXISTING
SEALANT BEAD AT TOP OF JOINT
FULLY LOCK AND SOLDER SEAMS AT
SIDE WALL RAKE FLASHING AND HOOK STRIP CORNER JOINTS, AND AT ALL
TRANSITIONS
STANDING SEAM METAL
ROOF PANELS, SEE 2/A501
18" MAX.
EA. SIDE
FULL BEAD OF SEALANT BETWEEN
METAL LAYERS AT SPLICE JOINT CLEATS
1/4"
GABLE FLASHING
SELF-ADHERED MEMBRANE
UNDERLAYMENT SECURE END PIECE WITH
NOTCH END CLOSURE PIECE TO
POP RIVETS AT 4" O.C.
ALLOW FOR DRAINAGE ALONG
EXISTING UNDERLAYMENT ROOF PANEL EDGE, TYP.
LAP DRIP EDGE FASCIA
6" GABLE CLOSURE WITH INTEGRAL TABS BENEATH END OF GABLE
FLASHING
INSERTED INTO GABLE FLASHING END
EXISTING PLYWOOD DECK
AS SHOWN (SEAL BETWEEN METAL
LAYERS ALONG FASTENER LINE)
SPLICE JOINT BACKER PLATE/CLEAT
AT EACH PARAPET JOINT (10FT MAX.),
SECURE WITH NAILS, DO NOT NAIL
THROUGH CAP
CONTINUOUS CLEAT, BOTH SIDES,
FASTEN AS INDICATED
ROOF TO WALL AT DORMER TYPICAL COPING CAP FABRICATION GABLE END CLOSURE
1 2 3
SCALE: 3"=1'-0" 0 3" 6" 9" SCALE: N.T.S. SCALE: N.T.S.
(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)
LAP RIDGE CAP FLASHING OVER
CONTINUOUS RAKE FLASHING AND
BUTYL SEALANT TAPE LOCK AND SEAL ALL JOINTS AND
SECURE WITH SCREWS AS SHOWN
BETWEEN METAL LAYERS AT SEAMS WATERTIGHT
LAP, ONE ROW OF SEALANT
SCREWS WITH EPDM WASHERS, TYP. ALONG FASTENER LINE, TYP.
AS SHOWN
RIDGE CAP RADIUS CORNERS, TYP.
FIELD VERIFY
METAL CLOSURE
AT RIDGE
FOLD END OF SCUPPER SLEEVE
OVER FACEPLATE FLANGES AT
OUTLET
SEAL EDGE OF
FLASHING
3"
4" WIDE WALL AND DECK
FLANGES, TYP.
LAP AND POP RIVET AT
PEAK
SEALANT AT LAP SCUPPER SLEEVE
WITH INTEGRAL ROOF
FLANGES AS SHOWN
METAL ROOF
3"
INTEGRAL FLANGE TO FORM
NECK AT OPENING TO FIT OVER ARCH/ENGR OF RECORD
SCUPPER SLEEVE
FACEPLATE WITH PERIMETER
EDGE HEMMED FOR STIFFENING
AND AS A SEALANT CHANNEL
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
RIDGE CAP AT GABLE TYPICAL SCUPPER SLEEVE FABRICATION
DRAWING NO.
4 5
SCALE: N.T.S. SCALE: N.T.S.
(ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING) (ALL ITEMS ARE NEW UNLESS DESIGNATED AS EXISTING)
SNOISIVER
YROTSIH
TNEMUCOD
62
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FOORER
7028462
.ON
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SCV
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52723
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,ANOTLED
ENGR OF RECORD
ENGY MAGDY, P.E.
EM WG
01/19/2026 F9246313
LOOHCS
HGIH
ANOTLED
NOITPIRCSED
ETAD
.ON
1675 LEE ROAD
WINTER PARK, FL 32789
PH. (407) 740-6110| TERRACON.COM
TERRACON FL LICENSE NO. 8830
SHEET TITLE
ROOF DETAILS
A503