DRAWING INDEX:
CLIENT:
Broward County Facilities Management Division
115 S. Andrews Ave
Fort Lauderdale, Florida 33301
DESIGN:
NOVA Engineering & Environmental
650 Northlake Boulevard
Suite 430
Altamonte Springs, FL 32701
SITE LOCATION:
G-000
G-001
G-002
COVER SHEET
PROJECT INFORMATION
PROJECT INFORMATION
A-100
A-101
A-102
A-103
ROOF PLAN
WALKWAY PLAN
LIGHTNING PROTECTION PLAN
DRAINAGE PLAN
A-200
A-201
A-202
DETAILS
DETAILS
DETAILS
SCOPE OF WORK
ROOFING OF ENVIRONMENTAL MONITORING LABORATORY
1.
PREPARE EXISTING ROOFING MEMBRANE AS NEEDED TO RECEIVE NEW.
(EXISTING MEMBRANE AND LIGHTWEIGHT INSULATING CONCRETE TO
REMAIN.)
2. INSTALL NEW 12" GYPSUM COVER BOARD TO ENTIRE ROOF SURFACE,
FULLY ADHERED AND MECHANICALLY ATTACHED TO/OVER EXISTING
SYSTEM.
3. INSTALL NEW 2-PLY MODIFIED BITUMEN ROOFING SYSTEM
4. REPLACE ALL PRIMARY AND SECONDARY DRAINS
5. REPLACE ALL FLASHING
6. REPLACE ALL COPING TO MATCH EXISTING SIZE AND LOCATION
7. RAISE ALL PENETRATIONS AND CURBS AS NEEDED TO PROVIDE A
MINIMUM OF 8" ABOVE FINISHED ROOF SYSTEM
8. INSTALL MANUFACTURER APPROVED WALKWAYS TO AND AROUND ALL
MECHANICAL EQUIPMENT AS CALLED OUT ON DRAWINGS
9. REMOVE, REPLACE AND RECERTIFY LIGHTNING PROTECTION SYSTEM
10. REMOVE AND DISPOSE OF ALL DEBRIS IN A LEGAL MANNER
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
3211 College Ave, Davie, Florida
Installation of New Roofing System
3211 College Avenue
Davie, Florida
Broward County
Environmental Monitoring Laboratory
Environmental Monitoring Laboratory
N
PROFESSIONAL SEAL /COA
Client:
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
Project No.:
10101-0522008
Checked:
GY
Drawn:
Date:
SAS
12/01/2022
Sheet Title:
3211 College Ave
Davie, Florida
Cover
Sheet
Sheet No.
G-000
B. SUBSTITUTIONS:
A.
THIS SUMMARY OF WORK IS PROVIDED AS A GENERAL PERFORMANCE OUTLINE AND IS NOT
INTENDED TO BE ALL-INCLUSIVE. REFER TO THIS PROJECT MANUAL AND PROJECT DRAWINGS FOR
FURTHER DESCRIPTIONS.
1.
1.
WORK INCLUDES ALL SPECIFIED WORK CALLED OUT IN MINIMUM PERFORMANCE
REQUIREMENT SPECIFICATIONS AND DRAWINGS.
2.
THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL SPECIFIED REQUIREMENTS
NECESSARY TO PROVIDE FOR COMPLETED WORK BEING SOUND, DURABLE AND
WATERTIGHT.
3.
THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL CONTRACTED WORK IN
STRICT ACCORDANCE WITH PROJECT REQUIREMENTS AND/OR MANUFACTURER
REQUIREMENTS WHICHEVER IS MORE STRINGENT.
4.
THE DRAWINGS REPRESENT THE FINAL REMEDIAL REPAIR PROJECT. THE CONSULTANT
OR OWNER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS,
TECHNIQUES, OR SEQUENCES FOR PROCEDURE OF CONSTRUCTION.
5.
B.
1.
2.
3.
C.
1.
2.
3.
4.
5.
6.
NOT ALL DETAILS ARE CUT ON DRAWINGS. WHEN NOT PRESENT, USE MANUFACTURER
DETAILS OR SUBMIT CUSTOM DETAIL FOR APPROVAL.
PREPARATION:
CONDUCT A COMPLETE INVESTIGATION OF THE EXISTING PROJECT CONDITIONS TO
IDENTIFY THE AREAS OF WORK, EXTENT OF WORK AND CONSIDERATIONS REQUIRED TO
COMPLETE THE WORK. NO CONSIDERATION WILL BE GIVEN TO CLAIMS BASED ON A
DIFFERENCE BETWEEN ACTUAL AND ASSUMED CONDITIONS. COORDINATE ALL SITE
INSPECTIONS WITH OWNER'S REPRESENTATIVES.
TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS AND CAREFULLY COMPARE
SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO
THE CONTRACTOR BEFORE COMMENCING ACTIVITIES. FIELD MEASUREMENTS MUST BE
TAKEN. DESTRUCTIVE ANALYSIS DURING THE BID PREPARATION IS ALLOWABLE TO FIELD
VERIFY ALL CONDITIONS. CONTRACTORS SHALL BE RESPONSIBLE FOR EFFECTIVELY
REPAIRING ANY FIELD CUTS THE SAME DAY OF INSPECTION TO OWNER'S SATISFACTION.
COORDINATE ALL ACTIVITIES WITH OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL COSTS ASSOCIATED WITH DESTRUCTIVE TESTING.
DRAWINGS FROM ORIGINAL CONSTRUCTION ARE NOT AVAILABLE FOR THIS PROJECT.
OWNER NOR CONSULTANT ARE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS
RESULTING FROM THE USE OF BID DOCUMENTS OR PROVIDED CONSTRUCTION
DRAWINGS.
PROJECT CONDITIONS:
A. MOBILIZATION:
C. CODES AND STANDARDS:
INCLUDE DELIVERY AND SET UP OF ALL MATERIALS, EQUIPMENT AND INCIDENTAL ITEMS
NECESSARY TO SAFELY ACCESS AREAS OF WORK TO COMPLETE SPECIFIED ROOFING WORK.
PROPERLY STORE ALL MATERIALS AND EQUIPMENT IN DESIGNATED PROJECT STAGING
AREAS AS APPROVED BY OWNER. CONTRACTORS SHALL BE RESPONSIBLE FOR MOBILIZATION
AND MAINTAINING SCAFFOLDING, SAFETY BARRICADES, OVERHEAD PROTECTION, BUILDING
PROTECTION, LANDSCAPE PROTECTION AND PROJECT SIGNAGE REQUIRED FOR THE
PROJECT FOR THE FULL DURATION OF THE PROJECT. COORDINATE ALL MOBILIZATION OF
EQUIPMENT, MATERIALS AND INCIDENTAL ITEMS WITH OWNER AND LOCAL GOVERNING
AUTHORITIES IN ACCORDANCE WITH PRE-APPROVED PROJECT SCHEDULE.
1.
PROJECT INCLUDES INSTALLATION OF NEW ROOFING SYSTEM.
2.
INSPECT EXISTING CONDITION OF ALL SURFACES TO RECEIVE NEW ROOFING SYSTEM FOR
DAMAGE AND OR DETERIORATIONS. REPORT TO ENGINEER ALL UNSATISFACTORY
CONDITIONS.
3.
PREPARE EXISTING ROOFING MEMBRANE AS NEEDED TO RECEIVE NEW. (EXISTING
MEMBRANE AND LIGHTWEIGHT INSULATING CONCRETE TO REMAIN.)
4.
INSTALL NEW 12" GYPSUM COVER BOARD TO COMPLETE ROOFING SYSTEM, FULLY ADHERED
AND MECHANICALLY ATTACHED TO/OVER EXISTING SYSTEM TO REMAIN.
5.
INSTALL NEW 2-PLY SBS MODIFIED BITUMEN ROOFING SYSTEM FOLLOWING SPECIFIED
DRAWINGS AND MANUFACTURERS REQUIREMENTS.
6.
INSTALL NEW PRIMARY AND SECONDARY DRAINS. PROVIDE ALTERNATE PRICING FOR
INSTALLATION OF RETRO-FIT DRAINS.
7.
INSTALL NEW SHEET METAL FLASHINGS, COUNTERFLASHINGS, REPLACE VENTS TO MATCH
EXISTING AND ALL ASSOCIATED MATERIALS REQUIRED TO PROVIDE A COMPLETE
WATERTIGHT ROOFING SYSTEM.
8.
ALL EXISTING COPING TO BE REPLACED WITH NEW COPING MATCHING EXISTING SIZE AND
LOCATION.
9.
REMOVE, REPLACE AND RECERTIFY LIGHTNING PROTECTION SYSTEM MINIMUM STANDARD
NFPA 780.
10.
INSTALL NEW WALKWAYS PER DRAWINGS.
11.
PROVIDE PAYMENT AND PERFORMANCE BONDS AS REQUIRED BY OWNER.
PROTECT THE BUILDING, THE PROPERTY, THE BUILDING OCCUPANTS AND THEIR
PROPERTY.
12.
INCLUDE A CONTINGENCY FOR MISCELLANEOUS AND UNKNOWN CONDITIONS UNCOVERED
OF $10,000 WITHIN BASE BID.
PROVIDE PROTECTIVE BARRICADES, ENCLOSURES, DIRECTIONAL AND WARNING
SIGNAGE AND OTHER METHODS TO ASSURE SAFE PASSAGE OF PEDESTRIANS AND
VEHICLES IN, NEAR AND AFFECTED BY AREAS OF THE WORK.
13.
DISPOSE OF ALL DEBRIS IN A LEGAL MANNER.
DO NOT DISRUPT SERVICES OR BLOCK EGRESS. THERE SHALL BE NO INTERFERENCE
WITH LIFE SAFETY FEATURES.
IN CASE OF A STORM EVENT OR OTHER NATURAL OCCURRENCES, CONTRACTOR SHALL
BE RESPONSIBLE FOR ALL REMOVAL OF CONSTRUCTION EQUIPMENT AND MATERIALS
FROM PROJECT SITE AND/OR SUFFICIENTLY STORED AT LOCATIONS ACCEPTABLE TO
OWNER(S).
ALL CONSTRUCTION ACTIVITIES APPROVED BY OWNER SHALL BE CONDUCTED AT TIMES
PRE-APPROVED BY THE OWNER IN ACCORDANCE WITH THE APPROVED PROJECT
SCHEDULE. CONTRACTOR SHALL PROVIDE SUFFICIENT MANPOWER AND EQUIPMENT TO
COMPLETE CONTRACTED WORK WITHIN ALLOTTED SCHEDULE.
THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
STRUCTURE DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT NOT
LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL
OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS.)
PRODUCTS AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS
AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED
STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR
WRITTEN APPROVAL OF THE CONSULTANT.
1.
ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2020 FLORIDA
BUILDING CODE AND AUTHORITIES HAVING JURISDICTION.
2.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND
PAY ALL FEES.
D. PRODUCTS:
1.
ALL PRODUCTS, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS
SPECIFIED FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS
INDICATED IN THESE SPECIFICATIONS.
E. WORKMANSHIP:
1.
ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND
WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES
TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. NO
ALLOWANCES WILL BE MADE FOR REWORK
DUE TO COORDINATION
DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES.
Broward County
Environmental Monitoring Laboratory
GENERAL:
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
1.02 SUMMARY OF WORK
3211 College Ave, Davie, Florida
GENERAL REQUIREMENTS
PROFESSIONAL SEAL /COA
Client:
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
Project No.:
10101-0522008
Checked:
GY
Drawn:
Date:
SAS
12/01/2022
Sheet Title:
Project
Info
Sheet No.
G-001
SYMBOLS
AC UNIT ON SLEEPERS
V
ATTIC VENT
C
CAPPED CURB
V
CURB MOUNTED VENT
C-1
EVP
EVAP. COOLER
LV
CD
DS
G
AREA DENOTES 4' WIDE
STRIP AT PERIMETER
WHERE 1/2" PLYWOOD TO
BE USED INSTEAD OF 1/2"
FIBREBOARD (PLY)
GUY WIRE ANCHOR
PIPE PENETRATION
PP PITCH PAN
CONDENSATION DRAIN LINE
COLUMN CAP
PLUMBING VENT
DOWNSPOUT
POWER ROOF VENT
GUTTER
ROOF HATCH
LADDER
MECHANICAL SCREEN
OVERFLOW DRAIN
ROOF HATCH W/ PAVERS
ROUND GOOSENECK (DUCT)
RD
ROOF DRAIN
ROOF HATCH W/ WALKWAY
RD
ROOF DRAIN IN SUMP
ROOF VENT PIPE
SCUPPER
POWER VENT
OVERFLOW SCUPPER
SATELLITE DISH
N
NORTH ARROW
SLOPE
T
TRANSFORMER
WALKWAY - RAISED
OF
CHIMNEYS
SCUPPER W/ CONDUCTOR HEAD
HOT STACK
SPLASH BLOCK
MASONRY CHIMNEY
WALL DRAIN
ROOF CONDITIONS
SOLAR COLLECTOR
BLISTERING
BL
PERIMETERS
PIPE RUNS
CRICKET
FS FS
SADDLE
G G
3'
WALKWAY
DEBRIS
L
ADJACENT BUILDING
E E
3'
TRANSITION WALL
SKYLIGHT
SC
CRICKETS
NOT INCLUDED IN CONTRACT
NIC
OD
TURBINE VENT
4'
BALLAST
MECHANICAL UNIT
SQUARE GOOSENECK (DUCT)
HS
ANTENNA
GRAVITY VENT
PIPE CHASE
LOUVRED VENT
HV AC
GAS LINE PENETRATION
DRAINAGE
DUCT PENETRATION
EXHAUST FAN
G
CONFIRMED MOISTURE DAMAGE
4'
ABANDONED
FAN
CORE SAMPLE W/INDENTIFIER
ELECTRIC CONDUIT
AD
AREA DIVIDER
EJ
EJ
EXPANSION JOINT
GS
GAS LINE
PF
PICTURE FRAMING
GRAVEL STOP OR METAL FASCIA
PONDING
PARAPET WALL
RIDGING
PH
PENTHOUSE
RE
RAISED ROOF EDGE
R
LEAK AREA
MEMBRANE HOLE
AD
FIRE SPRINKLER ;INE
SM SPLIT MEMBRANE
VEGETATION
RIDGE
TRANSITION WALL
V
VALLEY
MATERIALS LEGEND
ABBREVIATIONS
TONGUE & GROOVE
POLYISOCYANURATE
LWIC-LIGHT WEIGHT INSULATED CONCRETE
GLASS
GYPSUM BOARD
DENS DECK GYPSUM BOARD
BATT INSULATION
METAL
PORTLAND
CEMENT PLASTER
PLYWOOD
PORTLAND CEMENT
PLASTER OVER METAL LATH
WOOD BLOCKING
EXTERIOR INSULATION &
FINISH SYSTEM
CONTINUOUS WOOD
MEMBER
COMPRESSIBLE FILLER
FINISHED WOOD MEMBER
CONCRETE
EARTH
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
AC
A
F
A/C
AFF
@
BD
BLDG
BLK
BLK'G
BUR
CL
CJ
CLG
CMU
COL
CONC
CONT
CU
DIA
DN
DS
DWG
EWC
EJ
EL
EXP
EXST'G
FP
FJ
FIN
FL
FLASH'G
GA
GALV
GL
HM
HP
AIR CONDITIONING
ABOVE FINISHED FLOOR
AT
BOARD
BUILDING
BLOCK
BLOCKING
BUILD UP ROOFING
CENTER LINE
CONTROL JOINT
CEILING
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONTINUOUS
CONDENSING UNIT
DIAMETER
DOWN
DOWN SPOUT
DRAWING
ELECTRIC WATER COOLER
EXPANSION JOINT
ELEVATION
EXPANSION
EXISTING
FIREPROOF
FIELD JOINT
FINISH
FLOOR
FLASHING
GAUGE
GALVANIZED
GLASS
HOLLOW METAL
HIGH POINT
INSUL
JT
LAM
LAV
LP
MAX
MECH
MTL
MIN
MO
NA
NIC
OC
OPEN'G(OPN'G)
PL
PLAS. LAM.
PLYWD
PT
RAD
RD
REQD
SS
SUSP. CLG.
STL
SQ
THK
TREAT'D
TOM
TOS
TYP
VTR
VIF
W/
W/O
WD
INSULATION
JOINT
LAMINATE
LAVATORY
LOW POINT
MAXIMUM
MECHANICAL
METAL
MINIMUM
MASONRY OPENING
NOT APPLICABLE
NOT IN CONTRACT
ON CENTER
OPENING
PLATE
PLASTIC LAMINATE
PLYWOOD
PRESSURE TREATED
RADIUS
ROOF DRAIN
REQUIRED
STAINLESS STEEL
SUSPENDED CEILING
STEEL
SQUARE
THICK
TREATED
TOP OF MASONRY
TOP OF STEEL
TYPICAL
VENT THRU ROOF
VERIFY IN FIELD
WITH
WITHOUT
WOOD
3'
4'
3211 College Ave, Davie, Florida
AC UNIT ON CURB
MISCELLANEOUS
PENETRATIONS
CORE SAMPLE
AC
Broward County
Environmental Monitoring Laboratory
CORES/MOISTURE
AIR HANDLING EQUIPMENT
F
3'
4'
4'
4'
PROFESSIONAL SEAL /COA
Client:
CORNER AND PERIMETER ZONE WIDTH:
10% OF LEAST OVERALL DIMENSION OR 40% OF HEIGHT
EXISTING WOOD SUBSTRATE
CODE INFORMATION
DESIGN CRITERIA
APPLICABLE CODES
DESIGN WIND SPEED - 170 MPH
Building :
FLORIDA BUILDING CODE
Edition :
2020
Mechanical :
FLORIDA MECHANICAL CODE
Edition :
2020
Plumbing :
FLORIDA PLUMBING CODE
Edition :
2020
Electrical :
NATIONAL ELECTRICAL CODE
Edition :
2017
Fire :
FLORIDA FIRE PREVENTION CODE
Edition :
NA
Energy:
FLORIDA ENERGY CONSERVATION CODE
Edition :
2020
RISK CATEGORY - II
EXPOSURE - B
BUILDING HEIGHT - 30'
STRENGTH DESIGN METHOD (SDM) PER ASCE 7-16
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
Project No.:
10101-0522008
LEGEND
FIELD
ZONE 1
Checked:
GY
Drawn:
ZONE 1 (FIELD) - 99.4 PSF
ZONE 2 (PERIMETER) - 131.2 PSF
ZONE 3 (CORNER) - 178.7 PSF
PERIMETER
ZONE 2
CORNER
ZONE 3
ALLOWABLE STRESS DESIGN - SDM x 0.6
PRESSURE ZONES PLAN
1 UPLIFT
SCALE: 1" = 20'
N
Date:
SAS
12/01/2022
Sheet Title:
Project
Info
Sheet No.
G-002
1
A-202
TYP.
TYP.
3
A-200
4
A-200
3
A-202
3
A-201
TYP.
1
A-201
OD
RD
1
A-202
RD
TYP.
TYP.
TYP.
RD
2
A-202
TYP.
3
A-202
RD
RD
TYP.
RD
4
A-202
TYP.
TYP.
RD
4
A-201
3
A-202
TYP.
TYP.
3
A-200
1
A-202
TYP.
TYP.
4
A-200
4
A-200
OD
RD
RD
RD
Broward County
Environmental Monitoring Laboratory
TYP.
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
4
A-201
3
A-201
TYP.
TYP.
1
A-201
TYP.
3
A-202
TYP.
OD
4
A-201
1
A-202
2
A-201
TYP.
RD
TYP.
3
A-201
RD
1
A-201
PROFESSIONAL SEAL /COA
Client:
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
TYP.
TYP.
Project No.:
10101-0522008
Checked:
GY
Drawn:
LEGEND
TYP.
RD
ROOF DRAIN
OD
SECONDARY OVERFLOW
ROOF DRAIN
HVAC
F
MECHANICAL UNIT
EXHAUST FAN
PIPE PENTRATION
AC
SL
PP
SCUPPER
OD
3
A-200
TYP.
Date:
ROOF HATCH
CD
AC UNIT ON CURB
CONDENSATION DRAIN LINE
EQUIPMENT CURB
SAS
12/01/2022
Sheet Title:
4
A-200
SKYLIGHT
PITCH PAN
3211 College Ave, Davie, Florida
TYP.
TYP.
1
ROOF PLAN
SCALE: 1/16" = 1'-0"
N
Roof
Plan
Sheet No.
A-100
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
RD
RD
RD
RD
RD
RD
OD
RD
RD
RD
3211 College Ave, Davie, Florida
OD
Broward County
Environmental Monitoring Laboratory
RD
OD
RD
PROFESSIONAL SEAL /COA
Client:
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
RD
Project No.:
10101-0522008
Checked:
OD
GY
Drawn:
LEGEND
Date:
RD
ROOF DRAIN
OD
SECONDARY OVERFLOW
ROOF DRAIN
HVAC
F
MECHANICAL UNIT
SCUPPER
EXHAUST FAN
WALK PADS
Sheet Title:
PIPE PENTRATION
AC
SL
PP
AC UNIT ON CURB
SKYLIGHT
PITCH PAN
ROOF HATCH
CD
CONDENSATION DRAIN LINE
EQUIPMENT CURB
SAS
12/01/2022
1
WALKWAY PLAN
SCALE: 1/16" = 1'-0"
N
Walkway
Plan
Sheet No.
A-101
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
LIGHTNING PROTECTION
ARRESTOR (TYP.)
RD
RD
LIGHTNING PROTECTION
ARRESTOR (TYP.)
RD
RD
RD
RD
OD
RD
RD
RD
3211 College Ave, Davie, Florida
Broward County
Environmental Monitoring Laboratory
OD
RD
OD
RD
PROFESSIONAL SEAL /COA
Client:
1.
REMOVE AND REPLACE EXISTING LIGHTNING PROTECTION SYSTEM AT ALL
LOCATIONS IT CURRENTLY EXISTS.
CONTRACTOR TO RE-CERTIFY LIGHTNING PROTECTION.
MINIMUM STANDARD FOR INSTALLATION NFPA 780 STANDARD FOR THE
INSTALLATION OF LIGHTNING PROTECTION SYSTEMS.
2.
3.
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
RD
Project No.:
10101-0522008
Checked:
OD
GY
Drawn:
LEGEND
RD
ROOF DRAIN
OD
SECONDARY OVERFLOW
ROOF DRAIN
HVAC
F
MECHANICAL UNIT
EXHAUST FAN
PIPE PENTRATION
SL
PP
AC
AC UNIT ON CURB
CD
CONDENSATION DRAIN LINE
LIGHTNING PROTECTION
ARRESTOR (TYP.)
SCUPPER
PITCH PAN
EQUIPMENT CURB
1
LIGHTNING PROTECTION PLAN
SCALE: 1/16" = 1'-0"
SAS
12/01/2022
Sheet Title:
LIGHTNING
PROTECTION
SKYLIGHT
ROOF HATCH
Date:
N
Lightning
Protection
Plan
Sheet No.
A-102
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
SLOPE
SLOPE
RD
SLOPE
RD
RD
RD
RD
SLOPE
SLOPE
RD
SLOPE
SLOPE
RD
SLOPE
SLOPE
SLOPE
RD
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
OD
RD
RD
RD
3211 College Ave, Davie, Florida
Broward County
Environmental Monitoring Laboratory
OD
RD
SLOPE
SLOPE
OD
RD
PROFESSIONAL SEAL /COA
Client:
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
SLOPE
RD
OD
LEGEND
RD
ROOF DRAIN
OD
SECONDARY OVERFLOW
ROOF DRAIN
HVAC
F
MECHANICAL UNIT
SCUPPER
EXHAUST FAN
WALK PADS
Project No.:
10101-0522008
Checked:
SLOPE
NOTE: SLOPE SHOWN IS FROM THE EXISTING STRUCTURE/LIGHTWEIGHT INSULATING
CONCRETE. NO NEW SLOPE IS BEING INTRODUCED.
Drawn:
Date:
AC
PP
AC UNIT ON CURB
SKYLIGHT
PITCH PAN
ROOF HATCH
CD
CONDENSATION DRAIN LINE
EQUIPMENT CURB
SAS
12/01/2022
Sheet Title:
PIPE PENTRATION
SL
GY
1
DRAINAGE PLAN
SCALE: 1/16" = 1'-0"
N
Drainage
Plan
Sheet No.
A-103
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
LAP SEAMS AS REQUIRED BY MANUFACTURER, MINIMUM OF 4"
NEW 2-PLY MODIFIED BITUMEN ROOFING SYSTEM
EXISTING LIGHTWEIGHT INSULATING CONCRETE
MIN
EXISTING METAL DECK
EXISTING LIGHTWEIGHT INSULATING CONCRETE
EXISTING ROOF ASSEMBLY
1
2
SCALE: N.T.S.
EXISTING METAL DECK
NEW ROOF SYSTEM
SCALE: N.T.S.
REMOVE EXISTING COPING CAP. INSTALL NEW COPING, SIZE TO
MATCH EXISTING
(VARIES)
MIN
FASTENERS APPROX. 8'' O.C.
REMOVE EXISTING ASSEMBLY AS NECESSARY
TO ACCESS AND REMOVE EXISTING CANT.
INSTALL NEW NON-COMBUSTIBLE CANT OR
PROVIDE MANUFACTURER APPROVED DETAIL
CORNER
MIN
5"
M1
8"
IMU
M1
NEW
CONTINUOUS
FLASHING
CLEAT
IMU
8"
CONTINUOUS WEATHERPROOF MEMBRANE ON
TOP OF WALL, TURNED DOWN BOTH SIDES
SLOPE
WELDED
NEW COPING
NEW MEMBRANE FLASHING PLIES
Broward County
Environmental Monitoring Laboratory
EXISTING SINGLE-PLY MEMBRANE
NEW 12" GYP BOARD, FULLY ADHERED
AND MECHANICALLY ATTACHED
3211 College Ave, Davie, Florida
EXISTING SINGLE-PLY MEMBRANE
COVER PLATE, 8" MIN
EXISTING LIGHTWEIGHT INSULATING
CONCRETE
NEW 2-PLY MODIFIED
BITUMEN ROOFING SYSTEM
ADD 12" GYP BOARD
MECHANICALLY ATTACHED TO
INTERIOR OF PARAPET WALL
SLOPE
4" MIN JOINT LAP, SET
IN CONTINUOUS BED
OF SEALANT
EXISTING SINGLE PLY MEMBRANE
NEW 12" GYP BOARD, FULLY
ADHERED AND MECHANICALLY
ATTACHED
PROFESSIONAL SEAL /COA
4" MIN LAP
1" LAP MIN
Client:
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
FASTEN CONTINUOUS
CLEAT USING
FASTENERS AT 6" O.C.
Project No.:
10101-0522008
FASTEN AT 8" O.C.
Checked:
Drawn:
Date:
MIN. 2 FASTENERS
NEW COPING
EXISTING METAL DECK
3
PARAPET DETAIL
SCALE: N.T.S.
4
COPING LAP DETAIL
SCALE: N.T.S.
GY
SAS
12/01/2022
Sheet Title:
Details
Sheet No.
A-200
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
NEW CAST ALUMINUM DRAIN INSERT WITH SEALING GASKET (NO PLASTIC) AS APPROVED BY
THE ROOF MEMBRANE MANUFACTURER. REPLACE ALL COMPONENTS
REMOVE EXISTING FLASHING AS NECESSARY TO INSTALL NEW MANUFACTURER APPROVED FLASHING
NEW LIQUID FLASHING MEMBRANE AS SPECIFIED BY MANUFACTURER
NEW 1/2" GYP BOARD
NEW 12" GYP BOARD, FULLY
ADHERED AND
MECHANICALLY ATTACHED
EXISTING LIGHTWEIGHT
INSULATING CONCRETE
EXISTING METAL DECKING
REMOVE AND REPLACE EXISTING DRAINS,
PROVIDE ALTERNATE FOR USE OF RETROFIT
DRAINS
1
2
SECONDARY DRAIN DETAIL
SCALE: N.T.S.
ROOF DRAIN DETAIL
SCALE: N.T.S.
EXTEND PIPE PENETRATIONS AS NEEDED TO PROVIDE
A MINIMUM OF 8" ABOVE FINISHED ROOFING SYSTEM
EXISTING PENETRATION. CLEAN, PRIME, AND
PREPARE AS RECOMMENDED BY FLASHING
MANUFACTURER. EXTEND HEIGHT AS REQUIRED
SEALANT (TOOLED)
EPDM WASHERED FASTENERS (8" O.C.)
REMOVE EXISTING LEAD SLEEVE FLASHING AND
INSTALL NEW LEAD FLASHING. PRIME AND SET IN
APPROVED MASTIC AS RECOMMENDED BY
MANUFACTURER
EXISTING SINGLE PLY MEMBRANE TO REMAIN
SEALANT (TOOLED)
NEW 12" GYP BOARD, FULLY ADHERED
AND MECHANICALLY
ATTACHED
METAL COUNTER FLASHING
MEMBRANE FLASHING PLIES
8" MIN.
ALUMINUM TERMINATION BAR,
FASTEN WITH APPROVED FASTENERS
(8" O.C.)
NEW MEMBRANE FLASHING PLIES
Broward County
Environmental Monitoring Laboratory
DRAIN SUMP TO EXTEND 18" ON ALL
SIDES
2" RAISED COLLAR
EXISTING SINGLE PLY MEMBRANE
3211 College Ave, Davie, Florida
NEW 2-PLY MODIFIED BITUMEN ROOFING SYSTEM
EXISTING SINGLE PLY MEMBRANE
EXISTING LIGHTWEIGHT
INSULATING CONCRETE
SUBSTRATE TO REMAIN
BONDING ADHESIVE
PROFESSIONAL SEAL /COA
Client:
NEW SEALANT
NEW 2-PLY MODIFIED
BITUMEN ROOF SYSTEM
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
Project No.:
10101-0522008
EXISTING METAL COUNTER FLASHING
TO REMAIN
Checked:
GY
Drawn:
Date:
NEW METAL COUNTER FLASHING
SAS
12/01/2022
Sheet Title:
EPDM WASHERED FASTENERS (8" O.C.)
3
WALL COUNTERFLASHING DETAIL
SCALE: N.T.S.
EXISTING METAL DECK
Details
MEMBRANE FLASHING PLIES
BONDING ADHESIVE
4
PIPE PENETRATION DETAIL
SCALE: N.T.S.
Sheet No.
A-201
PRIME PENETRATION WITH
M-1 EXTENDING UP 3" FROM
BASE OF PENETRATION. DO
NOT USE ROOF CEMENT.
8" MIN.
REMOVE EXISTING ASSEMBLY AS NECESSARY TO ACCESS AND
REMOVE EXISTING CANT. INSTALL NEW NON-COMBUSTIBLE CANT
NEW MEMBRANE FLASHING PLIES
EXISTING SINGLE PLY MEMBRANE
EXISTING LIGHTWEIGHT
INSULATING CONCRETE
EXISTING SINGLE
PLY MEMBRANE
NEW 2-PLY MODIFIED
BITUMEN ROOFING SYSTEM
A MINIMUM 1" SPACE IS
REQUIRED BETWEEN ALL
PENETRATIONS AND THE
INTERIOR WALL OF ALL
CHEMCURBS.
CHEMCURB SECTIONS
(5" OR 7.5" I.D.)
EXTERNAL BEAD OF M-1
M-1 STRUCTURAL
SEALANT SCARF JOINTS
2
CHEMCURB DETAIL
SCALE: NTS
EXISTING METAL DECK
WOOD CURB
1
PREFAB METAL CURB
CURB / HATCH DETAIL
SCALE: NTS
GASKETED FASTENERS
SHEET METAL FASCIA CAP
A
FASTEN BASE FLASHING 8" O.C.
EXTEND ONE BASE FLASHING
PLY BELOW BLOCKING
MULTIPLE-PLY MEMBRANE BASE
FLASHING FEATHERED AT FIELD OF
ROOF. (FOR ROOF SYSTEMS WITH
FACTORY-APPLIED GRANULE
SURFACING, THE MULTI-PLY
MEMBRANE BASE FLASHING CAN BE
INSTALLED BETWEEN THE BASE PLY
AND GRANULE-SURFACED SHEET.)
WOOD CANT FASTENED
TO BLOCKING
WOOD NAILERS
CONTINUOUS CLEAT
FASTENED 6" O.C.
1" MIN. BELOW
BLOCKING
650 Northlake Boulevard, Suite 430
Altamonte Springs, FL 32701
407.902.2660 - www.usanova.com
1"
MIN
INSPECT EXISTING BLOCKING.
INSTALL NEW WOOD BLOCKING
IF EXISTING IS DETERIORATED
OR DOES NOT MEET HEIGHT
MINIMUM.
NEW 12" GYP BOARD,
FULLY ADHERED AND
MECHANICALLY
ATTACHED
NEW 2-PLY MODIFIED BITUMEN
ROOFING SYSTEM
FILL CHEMCURBS WITH ONLY
1-PART POURABLE SEALER
WHEN INSTALLING ON
GRANULATED MEMBRANES. ON
ALL OTHER ROOF MEMBRANES
PRO PACK POURABLE SEALER
CAN BE USED.
3211 College Ave, Davie, Florida
EXISTING MECHANICAL EQUIPMENT/VENT TO REMAIN,
DISCONNECT AND REINSTALL AS NECESSARY. SET IN
CONTINUOUS SEALING MATERIAL
NEW FLASHING RECEIVER
REMOVE EXISTING AND INSTALL NEW
REMOVABLE COUNTERFLASHING
EXISTING CURB TO BE REPLACED ON NEW MECHANICAL UNITS.
CLEAN AND PRIME CURBS TO REMAIN. INSPECT AND REPLACE
INSULATION/BLOCKING AS NECESSARY
1 " MIN
2
Broward County
Environmental Monitoring Laboratory
ADD ADDITIONAL WOOD
BLOCKING AS NEEDED TO
PROVIDE MINIMUM OF 8"
CURB HEIGHT
FASTEN WITH STAINLESS STEEL SCREWS
AND NEOPRENE WASHERS 6" O.C.
NOTE:
AFTER ALL EQUIPMENT IS INSTALLED
APPLY POLYURETHANE FOAM TO SEAL
OPENINGS.
BUTYL TAPE
LEGEND:
CRIMP EDGE - A
PROFESSIONAL SEAL /COA
Client:
Broward County
Facilities Management
115 S. Andrews Ave
Fort Lauderdale, FL
A
APPROX. 4"
NEW 1/2" GYP BOARD, FULLY ADHERED AND
MECHANICALLY ATTACHED
Project No.:
10101-0522008
MIN. 12"
Checked:
EXISTING LIGHTWEIGHT INSULATING CONCRETE
EXISTING SINGLE PLY MEMBRANE
A
SCALE: NTS
GY
Drawn:
Date:
SAS
12/01/2022
Sheet Title:
A
3
RAISED ROOF
EDGE DETAIL
SCALE: NTS
NEW 2-PLY MODIFIED BITUMEN
ROOFING SYSTEM
EXISTING METAL DECK
4
MECHANICAL
WIRE HOOD
SCALE: NTS
Details
Sheet No.
A-202