Contract_Documents.pdf

OWNER

LEON COUNTY SUPERVISOR OF ELECTIONS

MARK S. EARLEY, SUPERVISOR

2990-1 APALACHEE PARKWAY

TALLAHASSEE, FL. 32301

TEL: 850-606-8683

FAX: 850-606-8601

ARCHITECT

BFB&S ARCHITECTS

2074 CENTRE POINTE BLVD, SUITE 200

TALLAHASSEE, FL 32308

TEL: 850-224-6301

www.bfbsa.com

MECHANICAL ELECTRICAL

TOMAHAWK ENGINEERING & CONSULTING

1940 BUFORD BLVD.

TALLAHASSEE, FL 32308

TEL: 850-402-3040

www.tomahawkengineering.com

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

CS-1

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

COVER SHEET

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

PROJECT LOCATION

MAP

AERIAL

PHOTOGRAPH

LEON COUNTY SUPERVISOR OF ELECTIONS

RE-ROOFING

2900-1 Apalachee Parkway Tallahassee, Florida 32301

N

2990-1 APALACHEE PARKWAY

TALLAHASSEE, FL. 32301

PROJECT

DIRECTORY

A101

SIM BUILDING SECTION LETTER

SECTION NUMBER

SHEET NUMBER

BUILDING

SECTION

A101

SIM WALL SECTION NUMBERWALL

SECTION

A101

SIM DETAIL NUMBER

SHEET NUMBER

DETAIL

0 COLUMN LETTER OR NUMBER

A - 9

A - 8

A - 7

A

Room name

A

ROOM NAME AND NUMBER

DOOR NUMBER

WINDOW TYPE (INTERIOR)

P-1 WALL PARTITION TYPE

1i WINDOW TYPE (EXTERIOR)A

B

CARD READERC.R.

90 MIN FIRE RATING

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER ON BRACKET -

DOOR HOLD OPENH.O.

A101

SIM

A - 9

DETAIL NUMBER

BUILDING ELEVATION LETTERBUILDING

ELEVATION

A101

INTERIOR ELEVATION LETTERINTERIOR

ELEVATION

FEC

FEB

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

A101

1 Ref

R e f

1 Ref

R e f

1 Ref

R e f

1 Ref

R e f

METAL STUD WALL

STRUCTURAL STEEL FRAMING

REVISION CLOUD

REVISION NUMBER

NORTH ARROW

SPOT ELEVATION

ELEVATION HEIGHT

EL. 0.0

CONCRETE MASONRY

EARTH/COMPACT FILL

PORUS FILL/ GRAVEL

CONCRETE

SAND, MORTAR, GYPSUM BOARD, PLASTER

INFILL CONSTRUCTION

COLUMN LINE / CENTER LINE

PROPERTY LINE

HIDDEN LINE (BEYOND)

BREAK LINE

WOOD- CONTINUOUS/ NON CONTINUOUS

FINISH WOOD

BATT INSULATION

RIGID INSULATION

BLOCK

PLYWOOD

FACE BRICK

GYP. BD.

COND.

DIA., D.

AMP.,A

APPROX.

BLDG.

ARCH.

INCAND.

DWG.(S)

EQUIP.

B.T.U.

COMP.

J.B.

JCT.

JT.

INSUL.

INT.

HDWE

HYD.

H.&V.

I.D.

G.P.M.

H.C.

HT.

H.M.

HTG.

HR.

H.P.

GR.

GWB

H.B.

GALV.

G.F.E.

GAL.

GL.

GND.

FTG.

FP

FT.

GA.

FVC

EXT.

F.D.

FL.

FIN.

F.H.C.

F.E.C.

F.E.

EXIST.

F.C.

F.B.C.

F.A.

EXP.

E.J.

E.W.C.

EXH.

EA.

EQ

ELEV

E.F.

E.C.

BM.

DN.

E

D.S.

DR.

DIFF.

D.J.

DIST.

DIM.

DISC.

CT

DET

CU

C.T.B.

CONN.

CJ

CONT.

CONC.

CL

C.M.U.

CPT

C.O.

CLG.

COL.

C.F.M.

C.I.

CIRC.

CKT.

CER.

CAB.

CAP.

C/B

C.D.

C

LC

BAL.

BRG.

B

BD.

BLK.

AN

ALUM.

ALT.

A.C.

ACP

A.F.F.

A.H.U.

A.C.T.

AJ

JUNCTION BOX

JOINT

JUNCTION

INCANDESCENT

INSULATION

INTERIOR

HARDWARE

HYDRANT

INSIDE DIAMETER

HEATING & VENTILATING

WASTE CLEAN OUT

WIDE FLANGE

WINDOW DIMENSION

WATER CLOSET

WEATHERPROOF

WATER GAGEW.G.

WP.

W.C.O.

WD.

W.D.

WF

W.C.

WOOD

GALLONS PER MINUTE

HANDICAP

HOLLOW METAL

HIGH POINT

HEIGHT

HEATING

HOUR

GYPSUM BOARD

GYPSUM WALLBOARD

HOSE BIBB

GRILLE

GOVERNMENT FURNISHED EQUIPMENT

GALVANIZED

GALLON

GLASS

GROUND

FIRE PROOFING

FOOT-FEET

FIRE VALVE CABINET

FOOTING

GAUGE

VENTILATION

VINYL COMPOSITION TILE

VERTICAL EXPANSION JOINT

VERTICAL

VERIFY IN FIELD

VENT THRU ROOFV.T.R.

VERT.

W.

V.I.F.

W/

WATT

WITH

VENT.

V.E.J.

V.C.

VT

V. VOLT

TELEPHONE

TEMPERATURE

THRESHOLD (THRESH)

TYPICAL

UNLESS NOTED OTHERWISE

TOP OF WALL (BEAM)T.O.W.(B)

TYP.

TOIL.

UNO

UR. URINAL

TOILET

THD.

TEMP.

THK.

T

THICK

EXTERIOR

FIRE EXTINGUISHER & CABINET

FIRE EXTINGUISHER & BRACKET

FIRE HOSE CABINET W/ EXTINGUISHER

FLORIDA BUILDING CODE

FLOOR DRAIN

FLOOR

FINISH

FIRE ALARM

FLEXIBLE CONNECTION

EXISTING

ELECTRIC WATER COOLER

EQUIPMENT

EXPANSION

EXPANSION JOINT (EJ)

EXHAUST

ELEVATION

EXHAUST FAN

EMPTY CONDUIT

FLOOR ELEVATION

EACH

EQUAL

SHEETSHT.

STAND PIPE

SPECIFICATIONS

STORAGE

STAINLESS STEEL

STRAIGHT RESILIENT BASE

SUSPENDED

STRUCTURAL

STOR.

SUSP.

STRUC.

STL

SW.

STEEL

SWITCH

SPEC.

SQ. FT.

SP

SS

SRB

REVOLUTION/MINUTE

ROUGH OPENING

SECTION

SUPPLY AIR

SCHEDULE

RAIN WATER LEADER

SERVICE

SUPPLY GRILLE

SUSPENDED ACOUSTICAL TILE

SECT.

SCH.

S.A.T.

SERV.

S.G.

R.P.M.

R.O.

RM.

S.A.

RWL

ROOM

NOT IN CONTRACTN.I.C.

BEAM

COMPRESSER

DOWN

DRAWING (S)

DOWNSPOUT

EAST

DRAIN

DIFFUSER

DUMMY JOINT

DISTRIBUTION

DISCONNECT

DIMENSION

CERAMIC TILE

DIAMETER

CONDENSING UNIT

CERAMIC TILE BASE

DETAIL

CONNECTION

CONTINUOUS

CONDENSATE

CONTROL JOINT

CONCRETE

RETURN AIR GRILLER.A.G.

ROOF DRAIN

RETURN AIR REGISTER

REGISTER

REINFORCING

RECEPTACLE

RECIRCULATING

RETURN GRILLE

REQUIRED

RECP.

REG.

REINF.

REQ.

R.G.

RET. RETURN

R.A.R.

RDY.

RECIRC.

RD.

R.D.

ROUND

READY

QUARTER

QUANTITY

QUARRY TILE

RETURN AIR

PAINTED

PRESSURE TREATED

QUAN.

RAD.

R

R.A.

RADIUS

RADIUS

QTR.

PTD.

QT

P.T.

PAINT

CONCRETE MASONRY UNIT

CLEAR

CLEAN OUT

CARPET

CEILING

COLUMN

CAST IRON

CIRCULATING

CIRCUIT

CERAMIC

CAPACITY

CENTER LINE

CIRCUIT BREAKER

CEILING DIFFUSER

CABINET

CONDUIT

BALANCE

BRITISH THERMAL UNIT

BEARING

PLUMBING

PLYWOOD

PERIMETER

PRECAST CONCRETE

POUNDS/SQUARE INCH

POUNDS/SQUARE INCH GAGE

PNL.

PSTG.

PSI

PER.

PLBG.

PLYW'D

PL.

PC

PLATE

NUMBER

NOT TO SCALE

ON CENTER

OPENING

OPPOSITE

PLASTIC LAMINATE

OVERHEAD

OUTSIDE DIAMETER

PARTITION

OPP.

P. LAM

OPNG.

PART.

O.H.

NO.

NTS

O.D.

O.C.

ARCHITECTURAL

BOTTOM

BOARD

BLOCK

ANODIZED

ALUMINUM

APPROXIMATELY

AIR CONDITIONED

ACOUSTICAL TILE

ACOUSTICAL PANEL

ABOVE FINISH FLOOR

ACOUSTICAL JOINT

AIR HANDLING UNIT

MODIFIED BITUMEN

MOISTURE RESISTANT

MASONRY OPENING

MISCELLANEOUS

MOUNTING

MOUNTED

METAL THRESHOLD

NOT APPLICABLE

MTD.

MTG.

N

N.A.

NORTH

MISC.

MOD.BIT.

MR

M.T.

MO

MIN. MINIMUM

MAINTENANCE

MAXIMUM

MECHANICAL

MAIN DISTRIBUTION PANEL

MOTORM.

M.D.P.

MECH.

MAX.

MAINT.

MTL. METAL

E.W. EACH WAY

ON CENTER EACH WAYO.C.E.W.

AMP.,A

IN.

EL

INCHES

WELDED WIRE FABRIC

WEATHERPROOF

W.W.F.

WP.

VITROUS CLAY

TEL.

SQUARE FEET

PT

PSF

PANEL

BUILDING

AMPERES

ALTERNATE

CUBIC FEET PER MINUTE

POUNDS/SQUARE FOOT

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

CS-2

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

INDEX

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

Checker

INDEX OF DRAWINGSABBREVIATIONSGENERAL LEGEND

CS-1

CS-2

CS-3

COVER SHEET

INDEX SHEET

GENERAL AND MISC. NOTES

ARCHITECTURAL

A0.1 A1.1 A1.2 A2.1 A3.1 A4.1 A5.1 A5.2 A5.3

SITE PLAN

EXISTING AND DEMOLITION ROOF PLAN

ROOF PLAN - NEW WORK

BUILDING ELEVATIONS

ROOF SECTIONS

ROOF DETAILS AND ROOF SECTIONS

PHOTO DOCUMENTATION - LOW ROOF

PHOTO DOCUMENTATION - LOW ROOF

PHOTO DOCUMENTATION - HIGH ROOF ELECTRICAL

MECHANICAL

APPLICABLE CODES

OCCUPANCY

BUILDING

ACCESSIBILITY

MECHANICAL

ENERGY CONSERVATION

FUEL GAS

PLUMBING

FIRE PREVENTION

ELECTRICAL

FLORIDA BUILDING CODE (FBC-B) 2020, 7TH EDITION

FLORIDA BUILDING CODE 2020, 7TH EDITION

FLORIDA BUILDING CODE (FBC-M) 2020, 7TH EDITION

FLORIDA BUILDING CODE 2020, 7TH EDITION

FLORIDA BUILDING CODE (FBC-FG) 2020, 7TH EDITION

FLORIDA BUILDING CODE (FBC-P) 2020, 7TH EDITION

FLORIDA FIRE PREVENTION CODE (FFPC) 2018, 7TH EDITION

NATIONAL ELECTRICAL CODE (NEC) (per FBC) 2017 (per 7th Ed. FBC-B)

M0.1

MD1.1

MD1.2

MD2.1

M1.1 M1.2 M2.1 M5.1 M5.2 M6.1

LEGEND, NOTES AND SCHEDULES - MECHANICAL

PARTIAL FLOOR PLAN - DEMOLITION - MECHANICAL

PARTIAL FLOOR PLAN - DEMOLITION - MECHANICAL

ROOF PLAN - DEMOLITION - MECHANICAL

PARTIAL FLOOR PLAN - RENOVATION - MECHANICAL

PARTIAL FLOOR PLAN - RENOVATION - MECHANICAL

ROOF PLAN - RENOVATION - MECHANICAL

DETAILS - MECHANICAL

CONTROLS - MECHANICAL

GAS PIPING ISOMETRIC, SPECS & DETAILS - MECHANICAL

E0.1

ED2.1

E1.1 E2.1 E6.1 E7.1

LEGEND, NOTES AND SPECS - ELECTRICAL

ROOF PLAN - DEMOLITION - ELECTRICAL

EXISTING PARTIAL FLOOR PLAN - ELECTRICAL

ROOF PLAN - RENOVATION - ELECTRICAL

RISER DIAGRAMS - ELECTRICAL

PANEL SCHEDULES - ELECTRICAL

STRUCTURAL

S1.01 ROOF WIND DIAGRAM

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

CS-3

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

GENERAL AND

MISC. NOTES

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

GENERAL NOTES

1. THE EXISTING OVERALL ROOF PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ALL PROJECTIONS THROUGH

ROOFS, AND ALL CONDITIONS.

2. BEFORE SUBMITTING PROPOSAL FOR THE WORK, EACH BIDDER WILL BE HELD TO HAVE EXAMINED THE PREMISES AND SATISFIED HIMSELF AS TO THE EXISTING CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE AND COMPLETE THE WORK UNDER THIS CONTRACT. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS

CONNECTION ON BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART.

3. NORMAL OPERATIONS OF THE FACILITY SHALL CONTINUE DURING DEMOLITION AND CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE WORK WITH ALL SUBCONTRACTOR AND SEQUENCE DEMOLITION AND CONSTRUCTION TO MINIMIZE INTERRUPTIONS TO NORMAL OPERATIONS OF THE FACILITY.

4. ALL PROPOSED INTERRUPTIONS TO OPOERATIONS, SERVICES AND EQUIPMENT SHALL BE REVIEWED WITH AND APPROVED BY OWNER PRIOR TO STARTING SUCH WORK.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXIT WAYS CLEAR. WHERE AN EXIT MUST BE TEMPIRARILY BLOCKED, CONTRACTOR SHALL PROVIDE THE

REQUIRED BARRICADES AND DIRECTIONAL SIGNS FOR TEMPORARY EXITING AND SAFETY.

6. CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY AND HEALTH, INCLUDING POSTING DANGER SIGNS AND OTHER WARNING

AGAINST HAZARDS, AS WELL AS PROMULGATING SAFETY REGULATIONS.

7. CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BY THE OWNER FOR ON SITE STORAGE OF CONSTRUCTION MATERIALS.

8. CONTRACTOR SHALL TAKE CARE TO DISTRIBUTE LOAD OF EQUIPMENT AND MATERIALS ON ROOF DURING ALL PHASES OF CONSTRUCTION. CONTRACTORS

RESPONSIBILITY NOT TO EXCEED DESIGN LOAD OF EXISTING ROOF STRUCTURE. CONTRACTOR SHALL NOT USE ANY ROOF AREA OUTSIDE AREAS OF THE WORK AND

COMPLETED ROOF AREAS FOR STORAGE, STAGING, OR WORKING.

9. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING SURFACES, AND SHALL BE RESPONSIBLE FOR RETURNING ALL DISTURBED SOD AND REPAIR ALL DAMAGED AREAS (MATERIALS, FINISHES, LANDSCAPING, ETC.) EQUAL TO THEIR ORIGINAL CONDITION. SURFACES SHALL BE REPAIRED TO MATCH THE EXISTING ADJACENT

UNDAMAGED SURFACES.

10. CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISE AT ALL TIMES AND SHALL CLEAN CONSTRUCTION SITE OF ALL DEBRIS AT COMPLETION OF THE JOB AND BEFORE

FINAL PAYMENT IS MADE.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLWATER INSTRUSION AND WATER DAMAGE TO THE BUILDING INTERIOR DURING CONSTRUCTION.

12. CONTRACTOR SHALL PROVIDE A PORTABLE FIRE EXTINGUISHER (MINIMUM 25 LB ABC) AT EACH TORCH, OR OPEN FLAME, ON THE ROOF.

13. ALL ROOF SCUPPERS AND DOWNLEADERS SHALL BE INSPECTED, CLEANED, AND FREE FLOWING DURING, AND UPON COMPLETION OF REROOFING.

14. ALL NEW ROOFING AND FLASHING MEMBRANES, LIQUID APPLIED MEMBRANE FLASHING, SEALANTS AND ROOF ACCESSORIES PROVIDED BY ROOFING MANUFACTURER

SHALL BE CONSIDERED A “ROOFING SYSTEM” AND SHALL PROVIDE UL CLASS ‘A’ FIRE RATING AND F.M. CLASS 1-90 WIND UPLIFT CLASSIFICATION FOR 120 MPH WIND ZONE.

15. ALL FLASHING SHALL CONFORM TO MANUFACTURER’S RECOMMENDATIONS, AND COMPLY WITH RECOMMENDED DETAILS OF NRCA ROOFING AND WATERPROOFING

MANUAL AND ARCHITECTURAL SHEET METAL MANUAL, BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA).

16. CONTRACTOR/INSTALLER SHALL SUBMIT WRITTEN PROOF OF ACCEPTANCE OR APPROVAL FROM THE ROOFING MANUFACTURER FOR THIS ROOFING SYSTEM.

17. CONTRACTOR AND INSTALLER SHALL PROVIDE THREE YEAR WARRANTY WITH NON-PRORATED, NO PENAL SUM, AND NO DOLLAR LIMIT ON MATERIAL AND LABOR ON

ROOFING, WATERPROOFING, AND SEALANTS.

18. JOINT SEALANT MANUFACTURERS TO PROVIDE 20 YEAR WARRANTY ON SILICONE SEALANT. PAINT/COATING MANUFACTURERE TO PROVIDE A 5 YEAR WARRANTY.

19. ROOFING MANUFACTURER TO PROVIDE SPECIFIED 20 YEAR WARRANTY, WITH NON-PRORATED, NO PENAL SUM, AND NO DOLLAR LIMIT WARRANTY TO INCLUDE THE ROOF

SYSTEM.

20. CONTRACTOR SHALL SEPARATE ALL DISSIMILAR METALS WITH TAPE OR COATING.

21. ALL WORK SHALL COMPLY WITH APPLICABLE OSHA AND E.P.A. REGULATIONS AND GUIDELINES.

22. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE SEVENTH EDITION 2021.

23. CONTRACTOR SHALL LIST AN EMERGENCY TELEPHONE NUMBER WHERE HE OR SHE MAY BE REACH 24 HOURS A DAY, SEVEN DAYS A WEEK, DURING THE ENTIRE PERIOD

OF CONTRACT TIME. THIS TELEPHONE NUMBER SHALL BE PROVIDED AT THE PRECONSTRUCTION CONFERENCE.

24. CONTRACTOR TO INSPECT METAL ROOF DECK AND REMOVE DAMAGED METAL DECKING AND PREP FOR NEW METAL DECKING TO BE INSTALLED.

DEMOLITION NOTES

CAUTION: CONTRACTOR TO PROVIDE WORKER SAFETY BARRICADES AT ROOF EDGES IN ACCORDANCE WITH OSHA REGULATIONS.

1. CONTRACTOR SHALL FIELD VERUFY ALL THE ITEMS TO BE REMOVED AS INDICATED ON THE PLANS WITHIN THE WORK AREA. CONTRATOR IS RESPONSIBLE FOR ALL

DEMOLITION AND RENOVATION AS REQUIRED FOR NEW WORK.

2. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH MECHANICAL, PLUMBING, AND ELECTRICAL SUBCONTRACTORS. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS IN INSTALLING THE ROOFING SYSTEM WITHOUT DAMAGING THE ELECTRICAL CONDUIT OR CONDUCTORS. DAMAGED CONDUIT AND/OR

CONDUCTORS SHALL BE REPLACED TO MATCHED EXISTING.

3. REMOVE ALL EXISTING GUTTER AND DOWNSPOUT SYSTEM FRO THE ROOFS WEST PREIMETER EDGE.

4. REMOVAL ALL VTR FLASHING, PERIMETER FLASHING, COUNTERFLASHING, MEMBRANE FLASHING, ANY ABANDONED ROOF EQUIPMENT IDENTIFIED BY OWNER, CURBS AND

WOOD BLOCKING/NAILERS AS NOTED. REMOVE EXISTING EXPANSION JOINT, COUNTERFLASHING AND MEMBRANE FLASHING (UNLESS NOTED OTHERWISE).

5. REMOVE THE EXISTING GRAVEL, B.U.R. ROOFING INSULATION AND FLASHING SYSTEMS DOWN TO THE STRUCTURAL METAL ROOF DECK.

6. EXISTING EXHAUST FANS/VENTS ARE TO BE TEMPORARILY REMOVED/RAISED, AND REINSTALLED ON RAISED CURBS AS REQUIRED ABOVE NEW ROOF SYSTEM WITHOUT

INTERRUPTION OF FACILITY OPERATIONS (UNLESS NOTED OTHERWISSE).

7. TEMPORARILY RAISE ROOFTOP HVAC EQUIPMENT AND REMOVE ROOF CURBS. TEMPORARILY SHORE UP ALL EQUIPMENT LINES DURING CONSTRUCTION. TEMPORARILY

DISCONNECT REFRIGERANT AND ELECTRICAL LINES TO EQUIPMENT AS REQUIRED TO RAISE EQUIPMENT.

8. CONTRACTOR TO PROTECT EQUIPMENT AND FINISHES BELOW ROOF DURING ROOFING OPERATION INVOLVING PENETRATION OF THE ROOFING SYSTEM OR OPENING OF

ROOF DECK TO BELOW. EQUIPMENT AND FACILITY TO REMAIN OPERATIONAL AT ALL TIMES.

9. CLEAN AND PREPARE ROOF DECK TO RECEIVE NEW ROOFING SYSTEM.

GENERAL PLUMBING NOTES

1. PRIOR TO BIDDING, FIELD VERIFY ALL PLUMBING MODIFICATIONS AND VENTS FOR ROOFING WORK.

2. PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK OF ALL SUBCONTRACTORS.

3. TAKE CARE NOT TO DAMAGE EXISTING EQUIPMENT AND REPAIR TO MATCH EXISTING CONDITIONS, AS REQUIRED.

4. EXTEND PLUMBING VENTS OR VTRS TO ABOVE NEW ROOF AS REQUIRED. INSTALL NEW VTR PIPE TO 10” HEIGHT ABOVE NEW ROOF ELEVATION. CONTRACTOR SHALL PLAN

BEFORE COMMENCING THE WORK AND COORDINATE ANY INTERRUPTION OF FACILITY OPERATIONS WITH THE OWNER.

5. CONTRACTOR SHALL SUBMIT PROPOSED DRAINAGE SYSTEM ROUTE/PLAN AND VERIFY THERE ARE NO OBSTRUCTIONS TO PREVENT REQUIRED SLOPE/FALL.

ROOF RENOVATION NOTES

1. AFTER REMOVAL OF EXISTING INSULATION AND FLASHING SYSTEMS, CLEAN THE EXISTING METAL DECK AND PREP FOR NEW ROOF SYSTEM. PATCH AND REPAIR AS

REQUIRED.

2. RAISE ALL ROOFTOP EQUIPMENT CURBS, VTRs, PENETRATIONS AND EXPANSION JOINTS TO A MINIMUM OF 10” ABOVE THE FINISHED ROOF SURFACE. CLEAN, PRIME AND

PAINT (2) COATS PREVIOUSLY COATED ROOFTOP EQUIPMENT.

3. INSTALLS NEW ‘C’ STUD METAL FRAMING WALL BETWEEN LOW AND HIGH ROOFS WITH BATT INSULATION INFILL AND ½” CDX PLYWOOD SHEATHING TO PROVIDE A

CONSISTENT UNIFORM WALL FACE, AS DETAILED.

4. INSTALL NEW ISOCYANURATE INSULATION AND A ½” HIGH DENSITY COVERBOARD, RAISING THE OVERALL R-VALUE TO R-20. INSTALL NEW TAPERED ISOCYANURATE INSULATION AND ½” HIGH DENSITY COVERBOARD AT CRICKETS WHERE INDICATED, ELIMINATING ANY PONDING AND ENSURING PROPER DRAINAGE.

5. INSTALL FULLY ADHERED HIGH SOLAR REFLECTANCE INDEX (SRI) 80 MIL PVC SINGLE-PLY ROOFING MEMBRANE WITH ADHERED 60 MIL PVC FLASHING SYSTEM WITH LOW RISE FOAM ADHESIVE ACCORDING TO ROOFING MANUFACTURER’S SPECIFICATIONS AND RECOMMENDATIONS OVER THE PREVIOUSLY INSTALLED TO PROVIDE A MANUFACTURER’S 20 YEAR NDL WARRANTY. USE A HEAVY ROLLER TO ENSURE PROPER ADHESIVE DISPLACEMENT AND HEAT WELD ALL LAPS AND SEAMS, AS REQUIRED.

6. INSTALL MANUFACTURER’S PVC BOOT FLASHING AT VTRs AND PIPE PENETRATIONS. INSTALL STAINLESS STEEL DRAW BAND AND SEAL TOP EDGE WITH MANUFACTURER APPROVED SEALANT. INSTALL PVC FLASHING AT ROOFTOP EQUIPMENT CURBS AS DETAILED, HEAT WELD ALL SEAMS AS REQUIRED. INSTALL TERMINATION BAR AT THE TOP OF FLASHING WITH FASTENERS 8” O.C. INSTALL PREFINISHED ALUMINUM COUNTERFLASHING OVER TERMINATION BAR AND SEAL TOP EDGE WITH MANUFACTURER

APPROVED SEALANT.

7. INSTALL PVC FLASHING MEMBRANE UP AND OVER RAISED EXPANSION JOINTS. HEAT WELD LAPS AND SEAMS AS REQUIRED. INSTALL NEW PREFINISHED ALUMINUM

EXPANSION JOINT CAP WITH SEALED JOINT COVERS ON THE EXPANSION JOINT.

8. FULLY ADHERE MANUFACTURER’S WALK TREAD/PROTECTIVE MEMBRANE ON SERVICEABLE SIDE OF EXHAUST FANS, ROOFTOP MECHANICAL EQUIPMENT AND THE OWNERS DESIGNATED ACCESS LOACTION. INSTALL TO MANUFACTURER’S REQUIREMENT AFTER THE ROOFING MEMBRANE AND FLASHING LAPS AN JOINTS HAVE BEEN INSPECTED AND APPROVED BY THE MANUFACTURER’S TECHNICAL REPRESENTATIVE. WALK TREAD COLOR TO CONTRAST THE FINISHED ROOF SURFACE.

GENERAL MECHANICAL NOTES

1. PRIOR TO BIDDING, FIELD VERIFY ALL MECHANICAL MODIFICATIONS FOR ROOFING WORK.

2. CONSTRACTOR SHALL INITIALLY TEST ALL APPLICABLE MECHANICAL EQUIPMENT WITHIN 14 DAYS OF NTP. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT AND

OWNER OF ANY NON-OPERATING EQUIPMENT.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK OF ALL SUBCONTRACTORS.

4. TAKE CARE NOT TO DAMAGE EXISTING EQUIPMENT AND REPAIR TO MATCH EXISTING CONDITIONS AS REQUIRED.

5. TEMPORARY SHORE UP EXHAUST FANS, AND FAN UNITS, CONDENSING UNITS. EXTND DUCT, CONDUIT, ELECTRICAL WIRE, CONTROL WIRING, AND ASSOCIATED PIPE AS

REQUIRED. RAISE CURBS, INSTALL NEW CURBS TO REQUIRED HEIGHT FROM NEW ROOF DECK ELEVATION TO RAISE HVAC UNITS ABOVE NEW ROOF SURFACE, AS REQUIRED. SEE MECHANICAL AND ELECTRICAL SPECIFICATIONS. CONTRACTOR SHALL PLAN BEFORE COMMENCING THE WORK AND COORDINATE ANY INTERRUPTION OF

FACILITY OPERATIONS WITH THE OWNER.

6. TEMPORARILY SHUT DOWN, CAP OR COVER OUTSIDE AIR INTAKE VENTS, IN AREAS OF WORK. TAJE REQUIRED PRECAUTIONS TO AVOID ADHESIVE FUMES ENTERING BUILDING. COORDINATE INTERRUPTION OF EQUIPMENT WITH OWNER AND BUILDING MAINTENANCE MANAGER.

WORK NOTES

THESE WORK ITEMS ARE TYPICAL AND MAY NOT BE ALL INCLUSIVE BUT INTENDED TO SUPPLEMENT THE DRAWINGS AND DETAILS AND CLARIFY THE SCOPE OF WORK. WORK LEGEND ITEMS ARE TYPICAL FOR SITUATIONS AND WORK SCOPE SHOWN. WORK LEGEND SYMBOLS ARE NOT SHOWN AT EVERY SPECIFIC LOCATION WHICH SCOPE IS TO BE

COMPLETED, UNLESS OTHERWISE NOTED.

1. REMOVE EXISTING ROOFING AND FLASHING SYSTEM AND INSULATION DOWN TO THE METAL DECK. CLEAN THE EXISTING DECK SURFACE REPLACING DAMAGED METAL DECK AS REQUIRED. INSTALL RIGID ISOCYANURATE INSULATION WITH A ½” HIGH DENSITY COVERBOARD, WITH A HIGH SRI 80 MIL PVC FLEECE BACKED CAP SHEET

ROOFING AND 60 MIL PVC FLASHING SYSTEM.

2. REMOVE EXISTING ROOF SCUPPERS ON NORTH AND SOUTH SECTION OF ROOG AND PREP FPR NEW SCUPPERS OPENING AS REQUIRED.

3. REMOVED ABANDONED/UNUSED ROOFTOP EQUIPMENT AND CURBS WHERE INDICATED. INSTALL HEAVY GAUGE METAL DECKING TO MATCH EXISTING.

4. INSTALL NEW ROOFTOP EQUIPMENT CURBS, VTR PENETRATIONS, AND EXPANSION JOINTS TO A MINIMUM OF 10” ABOVE THE FINISHED ROOF SURFACE.

5. RAISE EXPANSION JOINT TO A MINIMUM OF 10” ABOVE THE NEW FINISHED ROOF SURFACE AND INSTALL PREFINISHED ALUMINUM METAL EXPANSION JOINT CAP, AS

DETAILED.

6. REMOVE EXISTING GUTTER AND DOWNSPOUT SYSTEM AT WEST PERIMETER EDGE. PREP FOR NEW GUTTER AND DOWNSPOUTS

GENERAL ELECTRICAL NOTES

1. PRIOR TO BIDDING, FIELD VERIFY ALL ELECTRICAL MODIFICATIONS FOR ROOFING WORK.

2. CONTRACTOR SHALL INITIALLY TEST ALL APPLICABLE ELECTRICAL SYSTEMS WITHIN 14 DAYS OF NTP. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT OF NON-

OPERATIONAL SYSTEMS.

3. DISCONNECT, REROUTE, EXTEND AND REONNECT CONDUITS TO ALLOW FOR ELECTRICAL, TELECOMMUNICATION/DATA CONNECTION TO RELOCATED EQUIPMENT AT NEW

ROOF AS DETAILED. PROVIDE NEW CONDUIT AND WIRE FROM THE EXISTING JUNCTION BOX TO THE CONNECTION POINT.

4. CONTRACTOR SHALL, UPON COMPLETION OF WORK, ENSURE ALL CIRCUITS ADJACENT TO THE ROOFING WORK AREAS ARE IN PROPER WORKING CONDITIONS.

5. CONTRACTOR SHALL COORDINATE WORK WITH ELECTRICAL WORK. CONTRACTOR SHALL REROUTE ALL ROOF TOP CONDUIT ELECTRICAL, CONTROL, TELEPHONE, AND

COMMUNICATION CABLE SERVICE ABOVE NEW ROOF SYSTEM AS REQUIRED. VERIFY AND CONFIRM WITH OWNER TO REMOVE ALL ABANDONED ELECTRICAL, TELEPHONE, AND COMMUNICATION CABLE SERVICE ABOVE EXISTING ROOF. CONDUIT TO BE SUPPORTED ON PILLOW BLOCK PIPE SUPPORT AT 4’ O.C. OVER NEW ROOF.

6. CONTRACTOR SHALL INITIALLY TEST ALL APPLICABLE ELECTRICAL SYSTEMS WITHIN 14 DAYS OF NTP. CONTRACTOR SHALL IMMEDIATELY NOTIFY PROJECT DIRECTOR OF

NON-OPERATIONAL SYSTEMS.

WIND PRESSURE NOTES

1. Numbers on this sheet are the components and cladding gross unfactored pressures perpendicular to the surface (in P.S.F.) based on tributary area. Multiply service pressures by 1.67 to obtain W pressures for factored loads using strength design (ASCE 7-16 2.3).

2. Pressures are derived from ASCE 7-16.

3. Directionality factor Kd = .85

4. Negative pressures act away from surface, positive pressures act toward surface.

5. Parapet pressures are the resultant force from positive wall and negative roof pressures

6. All dimensions shown are measured perpendicular to surface.

WIND PRESSURE LEGEND

Denotes wind pressure zone

Denotes wind load separation

12' - 10"

12' - 10"

12' - 10"

1' 111 1'

2 2 1L 2

2L

2L

12' - 10"

3 3

3 3 3

12' - 10"12' - 10" 12' - 10"

2o

3o

2o

2o

GENERAL NOTES

GN-1 The governing Code for this Project is the Florida Building Code, 7th Edition (2020). This Code prescribes which edition of each referenced standard applies to this Project. This is a reroof only and no other structural changes are anticipated.

GN-2 To the best of our knowledge, the Structural Drawings and Specifications comply with the applicable requirements of the governing Building Code.

GN-3 Construction is to comply with the requirements of the governing Building Code and all other applicable Federal, State, and Local Codes, Standards, Regulations and Laws.

GN-4 Use these Notes in conjunction with the Plan Specifications or Project Specifications. If a conflict exists, the more stringent governs.

GN-5 See Plan Specifications or Project Specifications for testing.

GENERAL NOTES - CONTRACTOR REQUIREMENTS

GN-6 Contractor refers to the General Contractor, Construction Manager, or the organization that is assigned to have overall responsibility and supervision of the Project.

GN-7 The Contractor shall be solely responsible for, and have control over, the means, methods, supervision, techniques, sequences, procedures of construction, quality, and correctness of the work. The Contractor is solely responsible for jobsite safety including all OSHA requirements.

GN-8 The Contractor shall coordinate all Contract Documents with field conditions and dimensions and Project Shop Drawings prior to construction. Do not scale drawings; use only printed dimensions. Report any discrepancies in writing to the Architect prior to proceeding with work. Do not change size or location of structural members without written instructions from the Structural Engineer of Record.

GN-9 Contractors who discover discrepancies, omissions or variations in the Contract Documents during bidding shall immediately notify the Architect. The Architect will resolve the condition and issue a written clarification.

GN-10 The Contractor shall protect adjacent property, his own work and the public from harm. The Contractor is advised to document the condition of adjacent property with a photographic survey and other documentation, including crack monitoring, prior to and during construction.

GENERAL NOTES - DRAWINGS

GN-11 The Structural drawings shall be used in conjunction with the architectural drawings and all other drawings and documents, including shop drawings prepared by equipment suppliers and delegated engineers.

GN-12 See Architectural drawings for waterproofing details and requirements.

GENERAL NOTES - DESIGN LOADS

GN-13 Design Wind Loads:

Governing Code FBC 7th Edition (2020) / ASCE 7-16 Building Risk Category II Ultimate Wind Speed Vult = 120 mph Allowable Stress Design Wind Speed Vasd = 93 mph Mean Roof Height 21 feet Directionality Factor Kd = 0.85 Gust-Effect Factor G = 0.85

Exposure C Internal Pressure Coefficient GCpi = +/- 0.18

S T R U C T U R A L N O T E S

ROOF WIND PRESSURES (PSF)

ZONES

TRIBUTARY AREA (SF)

10 20 50 100 200 500

1 -33/+10 -31/+10 -28/+10 -26/+10 -24/+10 -21/+10

1' -19/+10 -19/+10 -19/+10 -19/+10 -16/+10 -13/+10

1L -33/+19 -31/+18 -28/+17 -26/+16 -24/+16 -21/+14

2 -43/+10 -40/+10 -37/+10 -34/+10 -31/+10 -28/+10

2L -43/+19 -40/+18 -37/+17 -34/+16 -31/+16 -28/+14

3 -59/+10 -53/+10 -46/+10 -40/+10 -35/+10 -28/+10

NO. 69782NO. 69782

L I C E N S

E

P R

O F

E

S S

I O NA L E N

G

I N

E E

R

F L

O R I D A

S T A T E O F

NO. 50812

CH

R I STOPHER S . CH I LDERS

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

TO THE BEST OF MY KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE

APPLICABLE MINIMUM BUILDING CODES.

Christopher S. Childers, P.E.

Fla. Reg. No. 50812

BLISS & NYITRAY, INC.

STRUCTURAL ENGINEERS

Certificate of Authorization No. 674 227 N. Bronough Street, Suite 7300

Tallahassee, Florida 32301 Tel. (850) 222-4454 Fax (850) 222-9425 www.bniengineers.com

BNI Job No. 21T11.01

S1.01

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

ROOF WIND

DIAGRAM

CONSTRUCTION

DOCUMENTS

09 APRIL 2021

17990 TLC

CSC

1/32" = 1'-0"

ROOF WINDLOAD PLAN

WALL WIND PRESSURE (PSF)

ZONES

TRIBUTARY AREA (SF)

10 20 50 100 200 500

4 -21/+19 -20/+18 -19/+17 -18/+16 -17/+16 -16/+14

5 -25/+19 -24/+18 -21/+17 -20/+16 -18/+16 -16/+14

OVERHANG PRESSURES (PSF)

ZONE

TRIBUTARY AREA (SF)

10 20 50 100 200 500

2o -47/+10 -47/+10 -37/+10 -29/+10 -29/+10 -29/+10

3o -74/+10 -64/+10 -52/+10 -52/+10 -42/+10 -29/+10

PARAPET PRESSURES (PSF)

ZONES

TRIBUTARY AREA (SF)

10 20 50 100 200 500

4P 56 53 48 44 41 36

5P 72 66 57 51 44 36

This item has been digitally signed and sealed by Christopher S. Childers, PE on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

NOTES:

1. REPLACE THE EXISTING 4" SEWER LINE WITH NEW

6" PVC PIPE. CONNECT TO EXISTING MANHOLE.

2. REPAIR MANHOLE AS REQUIRED TO INSTALL NEW

6" PVC PIPE.

3. REPAIR ASPHALT DRIVEWAY, SIDEWALKS, CURBS

AND SPEED BUMPS AS REQUIRED. (MATCH EXISTING)

C.O.

C.O.

C.O.

EXIST. SANITARY

SEWER MANHOLE

EXIST. 4" SANITARY

SEWER LINE

INSTALL APPROX. 300' OF 6" PVC SCHEDULE 40

SANITARY SEWER PIPE @ MIN. 1% SLOPE.

INSTALL CLEAN-OUTS

ADD ALTERNATE NO. 1

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A0.1

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

SITE PLAN

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

1" = 30'-0"A0.1

SITE PLAN1

APALACHEE PARKWAY

(U.S. HIGHWAY 27)

DEMOLITION

LEGEND

DEMOLITION KEYNOTES:

1. REMOVE EXISTING ROOF MEMBRANES, INSULTATION,

FLASHING AND MISCELLANEOUS ITEMS DOWN TO THE

METAL DECK. CLEAN AND PREP METAL DECK FOR

NEW ROOF SYSTEM.

2. INSPECT METAL DECK AND REMOVE DAMAGED

METAL DECK AND PREP BAR JOIST FOR NEW METAL

DECK TO MATCH EXISTING.

3. REMOVE PARAPET CAPS, FLASHING AND WOOD

BLOCKING AND NAILERS AND PREP FOR NEW

PARAPET CAPS.

4. REMOVE EXISTING ROOF SCUPPERS, 5 AT

NORTH AND 5 AT SOUTH ELEVATIONS AND PREP

FOR NEW SCUPPERS. INSPECT DOWNSPOUTS

AND REMOVE AND PREP FOR REINSTALLATION.

5. REMOVE EXISTING GUTTER AND DOWNSPOUTS

AT WEST SIDE OF BUILDING AND STORE FOR

RE-INSTALLATION.

6. REMOVE EXISTING HVAC UNITS

AND CURBS AND PREP DECK FOR

NEW ROOF CURBS AT EACH UNIT. CONTACTOR

TO VERIFY THAT OPENING AT METAL DECK

IS ADEQUATELY SIZED FOR NEW REPLACEMENT

CURBS.

7. TEMPORARILY REMOVE EXISTING EXHAUST

FAN UNITS AND REMOVE CURBS AND PREP DECK

FOR NEW ROOF CURBS AT EACH UNIT.

PREP METAL DECK FOR NEW ROOF CURBS.

8. REMOVE PVC CONDENSATE PIPING

AND STANDOFF BRACKETS.

9. REMOVE EXISTING LADDER AND PREP

FOR REINSTALLATION.

10. REMOVE EXISTING ROOF MEMBRANE

AND FIBERGLASS REINFORCED PANELS FROM

VERTICAL WALL AT HIGH ROOF AND PREP FOR

NEW FRAMING, PLYWOOD AND PVC ROOF MEMBRANE.

11. REMOVE EXISTING SATELLITE DISH AND CABLING.

12. REMOVE EXISTING ABANDONED ELECTRICAL

CONDUIT AND WEATHER HEAD.

13. REMOVE EXISTING ROOF VENT.

14. REMOVE OLD ROOF CURBS AND PREP FOR NEW

METAL DECK.

15. REMOVE EXISTING EXPANSION JOINT AND PREP

FOR NEW EXPANSION JOINT.

16. PREP EXISTING THROUGH THE ROOF

PLUMBING VENTS FOR NEW ROOF SYSTEM.

17. REMOVE METAL WALL AND ROOF PANELS AT

EAST ENTRY FACADE TO ALLOW FOR NEW ROOF

TO BE INSTALLED. PREP FOR NEW REINSTALLATION.

A2.1

A2.1 4

A2.13

A2.1

250' - 6"

HIGH ROOF

104' - 4"

LOW ROOF

146' - 2"

E J

R

O

F

S

L

P

E

R O O F S L O P E S

G

U

T

T

44 4 4

TYP

TYP

ROOF

HATCH

7 7

A5.3

A5.311

A5.3

A5.3 13

A5.314

A5.3

A5.3

E J

A5.3 1

A5.3

A5.3

A5.3

A5.37

A5.3

A5.3

9 A5.3

SIM/OPP

A5.1

A5.1

A5.1 3 A5.34

A5.1

A5.16A5.1 7

A5.1 8

A5.1

A5.1

A5.1 12

A5.1

A5.1

A5.1

A5.1

A5.2

A5.2

A5.233 & 4

A5.2

A5.2

A5.215

A5.2 8

A5.2

A5.2

1010 & 114

TYP

A5.2

A5.2

A5.2

A5.2 16

LADDER UP

METAL ROOF

SLOPES

HVAC UNIT

HVAC UNIT

HVAC UNIT

HVAC UNIT

HVAC UNIT

HVAC UNIT

HVAC

UNIT

HVAC

UNIT

HVAC UNIT

HVAC UNIT

HVAC UNIT

HVAC UNIT

E.F. E.F.

HVAC

UNITHVAC UNIT

SLOPES

EXISTING METAL ROOF

AT FACADE

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A1.1

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

EXISTING &

DEMOLITION ROOF

PLAN

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

1/16" = 1'-0"A1.1

EXISTING & DEMOLITION ROOF PLAN1

A2.1

A2.1 4

A2.13

A2.1

250' - 6"

HIGH ROOF

104' - 4"

LOW ROOF

146' - 2"

E J

R O O F S L O P E S

G U

TT

E

R

D O

W N

S P

O U

TS

ROOF

HATCH

SSSS

NEW EMERGENCY

OVERFLOW

ROOF SCUPPERS

SSSS S

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

SIM/OPP

SIM/OPP

SIM/OPP

NEW PVC ROOF MEMBRANE FULLY

ADVERED TO NEW 4" RIGID INSULATION.

MECHANICALLY ATTACHED TO EXISTING

METAL DECK

NEW PVC ROOF MEMBRANE FULLY

ADVERED TO NEW 4" RIGID INSULATION.

MECHANICALLY ATTACHED TO EXISTING

METAL DECK

LADDER

UP

E J

HVAC UNIT

HVAC UNIT

CONDENSATE

DRAIN

CONDENSATE

DRAIN

CONDENSATE

DRAIN

HVAC UNIT

HVAC UNIT

HVAC UNIT

HVAC UNIT

NEW WALKWAY PADS

TO AND AROUND

EQUIPMENT (TYP)

NEW WALKWAY PADS

TO AND AROUND

EQUIPMENT (TYP)

NEW WALKWAY PADS

TO AND AROUND

EQUIPMENT (TYP)

NEW WALKWAY PADS

TO AND AROUND

EQUIPMENT (TYP)

NEW WALKWAY PADS

TO AND AROUND

EQUIPMENT (TYP)

CONDENSATE

DRAIN

CONDENSATE

DRAIN

C O

N D

E N

S A

TE

D

R A

IN

C O

N D

E N

S A

TE

D

R A

IN

C O

N D

E N

S A

TE

D

R A

IN

CONDENSATE

DRAIN

HVAC UNIT

HVAC UNIT

HVAC UNIT

HVAC UNIT

E.F. E.F.

HVAC

UNIT

HVAC

UNIT

HVAC

UNITHVAC UNIT

E.F.

METAL ROOF

SLOPES

METAL ROOF

PANELS

1 2

1 2

3 3

4 4

NEW EMERGENCY

OVERFLOW

ROOF SCUPPERS

TYP TYP

NEW EMERGENCY

OVERFLOW

ROOF SCUPPERS

NEW EMERGENCY

OVERFLOW

ROOF SCUPPERS

44 4

5 5

7 7 7 7

77 7

9 9

10 10 10 10

SLOPES

EXISTING METAL ROOF

AT FACADE

A4.1

A4.1

A4.1

TYP

A4.1

TYP

A4.1

TYP

A4.1

TYP

A4.1

17 14

TYP

TYP

A4.1

A4.1

SLOPES SLOPES

A4.1

A4.1

A4.1

CONSTRUCTION NOTES

1. CONTRACTOR TO INSPECT METAL DECK AND

REPLACE SECTIONS THAT ARE DAMAGED WITH

HEAVY GAUGE METAL DECK TO MATCH EXISTING.

2. INSTALL AND MECHANICALLY FASTEN

RIGID POLYISOCYANURATE INSULATION

TO METAL DECK. INSTALL 1/2” PER FOOT

TAPERED INSULATION CRICKETS ON THE

UPSLOPE SIDE OF EQUIPMENT CURBS TO

DIVERT WATER FLOW AROUND EQUIPMENT

CURBS. INSTALL COVER BOARD OVER

INSULATION.

3. INSTALL ¼” PER FOOT TAPERED

INSULATION CRICKETS AT CORNERS OF BUILDING

TO DIRECT WATER TO SCUPPERS.

4. INSTALL NEW PVC CLAD ALUMINUM SCUPPERS

AT EXISTING SCUPPER OPENINGS. REFURBISH

AND RE-INSTALL EXIST. 6x6 AND 8x8 DOWNSPOUTS

AND COLLECTOR HEADS.

5. INSTALL NEW EXPANSION JOINT AS SHOW

ON DRAWINGS.

6. RE-INSTALL EXIST. GUTTER AND DOWNSPOUTS

AT WEST SIDE OF BUILDING.

7. INSTALL NEW METAL PARAPET CAPS AND

FLASHING AT PARAPET WALLS.

8. REMOVE THE HVAC EQUIPMENT AND

EXISTING ROOF CURB SUPPORTS. CONTRACTOR

TO VERIFY THAT METAL DECK OPENING IS ADEQUATE

FOR NEW ROOF CURBS. INSTALL NEW

MANUFACTURERS’ PREFABRICATED ROOF

CURBS ON THE METAL DECK AND BAR

JOIST SYSTEM. NEW CURB HEIGHT TO BE

10” ABOVE THE FINISH ROOF ELEVATION.

SET THE EXISTING AND NEW HVAC

MECHANICAL EQUIPMENT ON CURB

ONCE ROOFING AT CURB IS COMPLETE.

CONNECT DUCTWORK, ELECTRICAL

AND REFRIGERANT LINES AS REQUIRED.

INSTALL NEW PVC CONDENSATION PIPING

TO HVAC EQUIPMENT AND ROUTE TO NEAREST

SCUPPER OR GUTTER.

9. INSTALL NEW EXHAUST FAN CURBS AND

COMPLETE INSTALLATION OF ROOFING.

REINSTALL EXHAUST FANS AND CONNECT

TO DUCTWORK AND ELECTRICAL SYSTEM.

10. INSTALL ½ CDX PLYWOOD SHEATHING TO

PARAPET WALLS AND PREP FOR NEW ROOFING.

11. INSTALL METAL STUD FRAMING AT VERTICAL

WALL BETWEEN UPPER AND LOWER ROOFS

AND INSTALL ½” CDX PLYWOOD SHEATHING

TO PROVIDE FLAT SURFACE TO INSTALL NEW

PVC ROOFING MEMBRANE. INSTALL PEEL STOP

BAR AND PVC MEMBRANE COVER AS REQUIRED

BY MANUFACTURER. INSTALL FLASHING ANGLE

AT END OF WALL AND TRANSITION TO

EXTERIOR WALL.

12. INSTALL NEW PVC BOOTS AT THROUGH

THE ROOF PIPE VENTS.

13. INSTALL NEW METAL DECKING AND

ROOFING ASSEMBLY AT EXISTING

OPENINGS. MATCH EXISTING METAL

DECKING.

14. INSTALL NEW OVERFLOW SCUPPERS.

15. INSTALL NEW DOWNSPOUT HORIZONTAL

PIPING TO DIRECT WATER AWAY FROM

ALLEYWAY BETWEEN BUILDINGS.

16. REMOVE 18" OF GRAVEL AND DIRT FROM

DOWNSPOUT CONC. DRYWELLS AND

INSTALL NEW GRAVEL.

17. REFINISH EXISTING COLUMN / PILASTER

METAL CAPS. (TYP)

18. RE-INSTALL LADDER. PROVIDE BLOCKING

AND SEALANT POCKET AS REQUIRED.

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A1.2

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

ROOF PLAN

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

1/16" = 1'-0"A1.2

ROOF PLAN - NEW WORK1

18' - 8"

0' - 0"

18' - 8"

0' - 0"

EXISTING STUCCO GABLED

ENTRY CANOPY

EXISTING METAL ROOFING

PANELS TO REMAIN

REFINISH EXISTING COLUMN

CAP FLASHING (TYP)

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

EXISTING METAL ROOF

PANELS TO BE RE-INSTALLED

AFTER NEW PARAPET CAP

AND FLASHING HAVE BEEN

INSTALLED

V.I.F. V.I.F.

22' - 0"

0' - 0"0' - 0"

D.S. D.S. D.S. D.S. D.S. D.S.

D.S.EXISTING ELECTRICAL PANEL BOXES

EXISTING

TRANSFORMER

EXISTING WOOD FENCE

RE-INSTALL EXISTING

6"x6" GUTTER AND

DOWNSPOUTS

V.I.F.

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

22' - 0"

RE-INSTALL EXISTING

6"x6" GUTTER AND

DOWNSPOUTS

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

NEW PVC ROOF MEMBRANE FULLY

ADVERED TO NEW 4" RIGID INSULATION.

MECHANICALLY ATTACHED TO EXISTING

METAL DECK

22' - 0"

0' - 0"

22' - 0"

0' - 0"

EXISTING 8"x8" DOWNSPOUTS

WITH CONDUCTOR HEAD

CLEAN EXISTING DRYWELL

AND INSTALL 18" OF NEW

GRAVEL

REPLACE EXISTING 8" DIA. PVC

DRAINAGE PIPE

18' - 8"

RE-INSTALL EXISTING

6"x6" GUTTER AND

DOWNSPOUTS

INSTALL NEW EMERGENCY

OVERFLOW ROOF SCUPPERS

NEW EMERGENCY

OVERFLOW

ROOF SCUPPERS

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

REFINISH EXISTING COLUMN

CAP FLASHING (TYP)

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

V.I.F.

V.I.F.

18' - 8"

0' - 0"

22' - 0"22' - 0"

0' - 0"

EXISTING 6"x6" DOWNSPOUTS

WITH CONDUCTOR HEAD TO BE

REFURBISHED

EXISTING CONC. FLUME & METAL

COVER PLATES AT SIDEWALK

RE-INSTALL EXISTING

6"x6" GUTTER AND

DOWNSPOUTS

INSTALL NEW EMERGENCY

OVERFLOW

ROOF SCUPPERS

NEW EMERGENCY

OVERFLOW

ROOF SCUPPERS

REFINISH EXISTING COLUMN

CAP FLASHING (TYP)

V.I.F.

V.I.F.

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

INSTALL NEW METAL PARAPET

CAPS AT PARAPET WALLS (TYP)

EXISTING METAL ROOF

PANELS TO BE RE-INSTALLED

AFTER NEW PARAPET CAP

AND FLASHING HAVE BEEN

INSTALLED

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A2.1

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

BUILDING

ELEVATIONS

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB3/32" = 1'-0"A2.1

EAST BUILDING ELEVATION3

3/32" = 1'-0"A2.1

WEST BUILDING ELEVATION4

3/32" = 1'-0"A2.1

NORTH BUILDING ELEVATION1

3/32" = 1'-0"A2.1

SOUTH BUILDING ELEVATION2

EXIST. METAL STUD WALL

P.T. WOOD BLOCKING

PVC COATED ALUM FASCIA

3 5/8" METAL STUDS @ 16" O.C.

WITH F.G. BATT INSULATION

OVER EXISTING PARAPET WALL

1/2" CDX PLYWOOD WITH PVC ROOF

MEMBRANE FULLY ADHERED

PEEL STOP BAR AS REQUIRED

BY ROOF MANUF.

4" RIGID INSULATION OVER

EXISTING METAL DECK

PVC ROOF MEMBRANE FULLY

ADHERED TO NEW 1/2" COVER

BOARD

EXIST. METAL

DECK

EXIST. STL. BAR JOIST

METAL PARAPET CAP

OVER P.T. WOOD BLOCKING

EXIST. CMU

A4.1

A4.1

V .I

.F

A3.1

SIM / OPP

VAPOR BARRIER

OVER METAL DECK

4" RIGID INSULATION OVER

EXISTING METAL DECK

PVC ROOF MEMBRANE FULLY

ADHERED TO NEW 1/2" COVER

BOARD

EXIST. METAL

DECK

VAPOR BARRIER

OVER METAL DECK

A4.1

4 SIM / OPP

EXIST. METAL

DECK

EXIST. STL. BAR

JOIST

P.T. WOOD BLOCKING

1/2" CDX PLYWOOD

ATTACHED TO EXISTING CMU

METAL PARAPET CAP

WITH CONT. SNAP LOCK

FLASHING

EXIST. CMU WALL

4" RIGID INSULATION OVER

EXISTING METAL DECK

PVC ROOF MEMBRANE FULLY

ADHERED TO NEW 1/2" COVER

BOARD

VAPOR BARRIER

OVER METAL DECK

EXIST. METAL CONDUCTER

HEAD AND DOWNSPOUT.

REFURBISH ALL CONDUCTER HEADS

AND/OR DOWNSPOUTS

AS REQUIRED)

P.T. WOOD BLOCKING

1/2" CDX PLYWOOD

ATTACHED TO EXISTING CMU

METAL PARAPET CAP

WITH CONT. SNAP LOCK

FLASHING

EXIST. CMU WALL

NEW PVC CLAD METAL

ROOF SCUPPERS IN EXIST.

OPENINGS A4.1

3 SIM / OPP

EXIST. STL.

BAR JOIST

EXIST. METAL

DECK

4" RIGID INSULATION OVER

EXISTING METAL DECK

PVC ROOF MEMBRANE FULLY

ADHERED TO NEW 1/2" COVER

BOARD

VAPOR BARRIER

OVER METAL DECK

P.T. WOOD BLOCKING

EXIST. STL.

BAR JOIST

1/2" CDX PLYWOOD

ATTACHED TO EXISTING CMU

METAL PARAPET CAP

WITH CONT. SNAP LOCK

FLASHING

EXIST. CMU WALL

NEW 8x8 EMERGENCY OVERFLOW

ROOF SCUPPERS (SIM. TO

DETAIL 2/A4.1)

EXIST. METAL

DECK

4" RIGID INSULATION OVER

EXISTING METAL DECK

PVC ROOF MEMBRANE FULLY

ADHERED TO NEW 1/2" COVER

BOARD

VAPOR BARRIER

OVER METAL DECK

EXIST. METAL

DECK

EXIST. STL. BAR

JOIST

P.T. WOOD BLOCKING

1/2" CDX PLYWOOD

ATTACHED TO EXISTING CMU

METAL PARAPET CAP

WITH CONT. SNAP LOCK

FLASHING

A4.1

EXIST. CMU WALL

SIM / OPP

4" RIGID INSULATION OVER

EXISTING METAL DECK

PVC ROOF MEMBRANE FULLY

ADHERED TO NEW 1/2" COVER

BOARD

VAPOR BARRIER

OVER METAL DECK

EXIST. CMU WALL

STAINLESS STEEL

TERMINATION BAR WITH

SEALANT

EXISTING CMU

BEYOND

PVC ROOF MEMBRANE OVER

1/2" CDX PLYWOOD AT PARAPET

WALL BEYOND

REEFURBISH

EXISTING GUTTER

REFURBISH EXISTING

DOWNSPOUT

P.T. WOOD BLOCKING

PVC COATED ALUM FASCIA

METAL PARAPET CAP

WITH CONT. SNAP LOCK

FLASHING

A4.1

2 SIM / OPP

EXIST. STL.

BAR JOIST

EXIST. METAL

DECK

4" RIGID INSULATION OVER

EXISTING METAL DECK

PVC ROOF MEMBRANE FULLY

ADHERED TO NEW 1/2" COVER

BOARD

VAPOR BARRIER

OVER METAL DECK

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A3.1

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

ROOF SECTIONS

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

3/4" = 1'-0"A3.1

ROOF SECTION1

1 1/2" = 1'-0"A3.1

ROOF SECTION2

1 1/2" = 1'-0"A3.1

ROOF SECTION4

1 1/2" = 1'-0"A3.1

ROOF SECTION5

1 1/2" = 1'-0"A3.1

ROOF SECTION3

1 1/2" = 1'-0"A3.1

ROOF SECTION6

ROOF SLOPES

PVC CLAD FASCIA COVER HOOKED TO

CLEAT AND FASTENED @ 4" O.C. STAGGERED

(SEE NOTE 4) USING 1 1/4" GALV. ANNULAR RING

NAILS (MIN.) OR APPROPRIATE FASTENER

PVC FLASHING STRIP,

HOT-AIR WELED

PVC ROOF MEMBRANE

(SEE NOTE 2)

WOOD NAILER

(SEE NOTE 1)

STRUCTURAL DECK

(L

1. NEW WOOD NAILERS SHALL BE ATTACHED PER CODE. NAILER HEIGHT TO MATCH TOP SURFACE TO WHICH MEMBRANE

IS TO BE APPLIED.

2. BRING BAREBACK MEMBRANE OVER ROOF EDGE AND DOWN OUTSIDE FACE OF WALL, COVERING WOOD NAILERS

COMPLETELY. BRING FELTBACK MEMBRANE TO ROOF EDGE ONLY.

3. FASTENER WITHDRAWAL RESISTANCE SHOULD BE 100 LB. MIN. USE EITHER GALV. ANNULAR RING NAILS PENETRATING 1 1/4" MIN. OR NO. 8 MIN. SCREWS PENETRATING 3/4". FASTENER IS PLACED EITHER CENTERED INTO TOP WOOD NAILER

OR 1" FROM TOP EDGE OF CLEAT HOOK STRIP @ 4" O.C.

4. FASTENED 4" O.C. AND STAGGERED BETWEEN 1" AND 1 1/2" FROM TOP BACKSIDE EDGE OF FASCIA COVER.

INSULATION

SECURLEY FASTENED

VAPOR BARRIER

COVER BOARD

PVC CLAD METAL FASTENED @ 4" O.C. STAGGERED

USING 1" GALV. ANNULAR RING NAILS OR OTHER

ACCEPTABLE FASTENER

PVC FLASHING STRIP,

HOT-AIR WELED

WOOD NAILER

(SEE NOTE 1)

STRUCTURAL DECK

1. NEW WOOD NAILERS SHALL BE ATTACHED PER CODE. NAILER HEIGHT TO MATCH TOP SURFACE TO WHICH MEMBRANE

IS TO BE APPLIED.

2. BRING BAREBACK MEMBRANE OVER ROOF EDGE AND DOWN OUTSIDE FACE OF WALL, COVERING WOOD NAILERS

COMPLETELY. BRING FELTBACK MEMBRANE TO ROOF EDGE ONLY.

METAL GUTTER

SUPPORT

METAL GUTTER

PVC ROOF MEMBRANE

INSULATION

SECURLEY FASTENED

VAPOR BARRIER

COVER BOARD

1. NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A FORCE OF 300 POUNDS PER LINEAL FT.

IN ANY DIRECTION

PVC STRIP,

HOT-AIR WELDED

PEEL STOP BAR

1. INSTALL PEEL STOP BAR WITH A 1/4" GAP BETWEEN ADJOINING SECTIONS

2. PEEL STOP BAR MUST BE CUT AT INSIDE AND OUTSIDE CORNERS. DO NOT BEND AROUND CORNERS

3. PEEL STOP BAR MUST BE FASTENED WITHIN 1" MAX. OF EACH BAR END

4. VAPOR RETARDER SHALL BE SEALED AT EDGES

5. WALLS 45" OR GREATER IN HEIGHT REQUIRE INTERMEDIATE FIXATION, TO BE LOCATED HALFWAY UP THE WALLS.

1. NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A FORCE OF 300 POUNDS PER LINEAL FOOT

IN ANY DIRECTION

2. VAPOR RETARDER SHALL BE SEALED AT EDGES

1. VAPOR RETARDER SHALL BE SEALED AT EDGES

1. PITCH POCKETS ARE TO BE ELIMINATED WHERE POSSIBLE

2. VAPER RETARDER SHALL BE SEALED AT EDGES

1. VAPER RETARDER SHALL BE SEALED AT EDGES

1. VAPER RETARDER SHALL BE SEALED AT EDGES

1. VAPOR RETARDER SHALL BE SEALED AT EDGES

EXIST. METAL

DECK

EXIST. STL. BAR

JOIST

P.T. WOOD BLOCKING

EXIST. CMU WALL

NEW 4" RIGID INSULATION OVER

VAPOR BARRIER

NEW PVC ROOF MEMBRANE

FULLY ADHERED TO NEW

1/2" COVER BOARD

NEW VAPOR BARRIER

OVER METAL DECK

EXISTING STANDING SEAM

METAL ROOF WITH EXPOSED FASTNERS

EXISTING ROOF

BEAM

EXISTING ROOF

PURLIN

NEW 1/2" CDX PLYWOOD WITH PVC ROOF

FLASHING FULLY ADHERED

NEW STAINLESS STEEL

TERMINATION BAR & SEALANT

EXIST. METAL

DECK

EXIST. STL. BAR

JOIST

P.T. WOOD BLOCKING

EXIST. CMU WALL

NEW 4" RIGID INSULATION OVER

VAPOR BARRIER

NEW PVC ROOF MEMBRANE

FULLY ADHERED TO NEW

1/2" COVER BOARD

NEW VAPOR BARRIER

OVER METAL DECK

NEW 1/2" CDX PLYWOOD WITH PVC ROOF

FLASHING FULLY ADHERED

EXIST. METAL ROOF

PANELS AND FLASHING.

REMOVE ROOF PANELS

TO INSTALL NEW PVC ROOF

AND RE-INSTALL TO WEATHER

TIGHT CONDITIONS

EXIST. CMU

PARAPET WALL

NEW METAL COPING CAP WITH

WATERTIGHT JOINTS

EXIST. METAL

DECK

EXIST. STL. BAR

JOIST

EXIST. CMU WALL

NEW 4" RIGID INSULATION

OVER VAPOR BARRIER

NEW PVC ROOF MEMBRANE

FULLY ADHERED TO NEW

1/2" COVER BOARD

NEW VAPOR BARRIER

OVER METAL DECK

P.T. WOOD BLOCKING

NEW 1/2" CDX PLYWOOD

ATTACHED TO EXISTING FRAMING

NEW METAL PARAPET CAP

WITH CONT. SNAP LOCK FLASHING

NEW PVC ROOF FLASHING

FULLY ADHERED TO NEW

1/2" COVER BOARD

EXISTING METAL STUD FRAMING

AND SLOPED METAL ROOF

NEW PEEL STOP BAR

EXIST. METAL

DECK

EXIST. STL. BAR

JOIST

EXIST. CMU WALL

NEW 4" RIGID INSULATION

OVER VAPOR BARRIER

NEW PVC ROOF MEMBRANE

FULLY ADHERED TO NEW

1/2" COVER BOARD

NEW VAPOR BARRIER

OVER METAL DECK

REMOVE EXIST. METAL WALL PANEL

AS REQUIRED TO INSTALL NEW PVC

ROOFING AND MODIFY EXISTING METAL WALL

PANEL AS REQUIRED TO TO INSTALL

NEW PVC ROOF

EXISTING METAL STUD PARAPET

FRAMING

INSTALL NEW PVC ROOF FLASHING

AND STAINLESS STEEL

TERMINATION BAR & SEALANT

EXIST. CMU WALL AND

PILASTER COLUMN

PVC ROOF FLASHING OVER

1/2" CDX PLYWOOD AT PARAPET WALL

P.T. WOOD BLOCKING

METAL PARAPET CAP

WITH CONT. SNAP LOCK

FLASHING

EXIST. STL.

BAR JOIST

EXIST. METAL

DECK

4" RIGID INSULATION OVER

EXISTING METAL DECK

PVC ROOF MEMBRANE FULLY

ADHERED TO NEW 1/2" COVER

BOARD

VAPOR BARRIER

OVER METAL DECK

REFURBISH EXIST. CMU

PILASTER COLUMN CAP

AND RE-INSTALL

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Phone 850 224-6301 Fax 850 561-6978

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A4.1

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

ROOF DETAILS

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

3" = 1'-0"A4.1

ROOF EDGE DETAIL1

3" = 1'-0"A4.1

ROOF GUTTER EDGE DETAIL2

N. T. S.

N. T. S.

3" = 1'-0"A4.1

ROOF THRU-WALL SCUPPER3

REFER TO PARAPET AND WALL DETAILS

FOR ACCEPTABLE TERMINATION

ATTACH PVC MEMBRANE TO PLYWOOD SURFACE

PVC FLASHING STRIP, HOT-AIR WELDED

FASTENER

CONT. SEALANT

CONT. SEALANT

PVC CLAD METAL SCUPPER FASTENED 4" INCHES O.C.,

STAGGERED, USING GALV. ANNULAR RING NAILS

PVC FLASHING STRIP,

HOT-AIR WELDED

PVC ROOF MEMBRANE

STRUCTURAL

DECK

TREATED WOOD NAILER TO

MATCH HEIGHT OF INSULATION

N. T. S.

3" = 1'-0"A4.1

ROOF PARAPET CAP DETAIL4

HOT-AIR WELD

PVC ROOF MEMBRANE

PVC FLASHING

ADHERED TO ACCEPTABLE

SUBSTRATE

SPECIFIED SARNAFIL

SECUREMENT

METAL EXTENDER PIECE

AS REQUIRED

METAL COPING CAP WITH

WATERTIGHT JOINTS

CONT. METAL HOOK STRIP

3/4" = 1'-0"A4.1

ROOF HIGH WALL FLASHING5

N. T. S.

G R

E A

TE

R

T H

A N

5"

PVC ROOF MEMBRANE

STRUCTURAL

DECK

PVC FLASHING

ADHERED TO ACCEPTABLE

SUBSTRATE

REFER TO PARAPET AND WALL

DETAILS FOR ACCEPTABLE TERMINATION

INSULATION SECURELY

FASTENED

STRUCTURAL

DECK

VAPOR BARRIER

INSULATION SECURELY

FASTENED

3" = 1'-0"A4.1

EXPANSION JOINT DETAIL6

FLASHING STRIP HOT-AIR WELDED

PVC ROOF MEMBRANE

SPECIFIED

SECUREMENT

STRUCTURAL

DECK

INSULATION SECURELY

FASTENED

FOAM ROD TUBING (COMPATIBLE)

BATT INSULATION

TREATED WOOD NAILERS

SECURELY ANCHORED

3" = 1'-0"A4.1

EQUIPMENT CURB FLASHING7

PVC ROOF MEMBRANE

STRUCTURAL DECK

INSULATION SECURELY

FASTENED

N. T. S.

SELF-FLASHING UNIT

ADDITIONAL WOOD BLOCKING (IF REQUIRED)

TO ACHIEVE AN 8 INCH MIN. FLASHING HEIGHT

GROMMETTED FASTENER 12 INCHES O.C.

METAL EXTENDER PIECE (IF REQUIRED)

PVC FLASHING ADHERED TO ACCEPTABLE

SUBSTRATE

HOT-AIR WELD

SPECIFIED PVC

SECUREMENT

M

IN

M

IN

1 : 5A4.1

SEALANT POCKET8

N. T. S.

N. T. S.

2" MIN

COVERBOARD

STRUCTURAL DECK

INSULATION SECURELY

FASTENED

TREATED WOOD NAILER

APPROVED SEALANT

POCKET FILLER

NON-SHRINK GROUT

PENETRATIONS

PVC ROOF MANUF.

STANDARD METAL PITCH

PAN FASTENED 4 IN. O.C.

USING GALV. ANNULAR

RING NAILS OR OTHER

ACCEPTABLE FASTENER

PVC FLASHING

HOT-AIR WELDED

PVC ROOF MEMBRANE

1/2" CDX PLYWOOD ATTACHED

TO PARAPET

1 : 5A4.1

CONE FLASHING DETAIL9

M

IN

M

IN

STRUCTURAL DECK VAPOR BARRIER

INSULATION SECURELY

FASTENED

PIPE PENETRATION

PVC FLASHING

HOT-AIR WELDED

PVC ROOF

MEMBRANE

SPECIFIED

SECUREMENT

PVC FLASHING

MEMBRANE

SEALANT

S.S. HOSE CLAMP

N. T. S.

1 : 6A4.1

STACK FLASHING DETAIL10

N. T. S.

STRUCTURAL DECK

INSULATION SECURELY

FASTENED

PIPE PENETRATION

HOT-AIR WELDED

SPECIFIED

SECUREMENT

UNIVERSAL PIPE / VENT

STACK

SEALANT

S.S. HOSE CLAMP

M

IN

M

IN

12" O.C.

3" = 1'-0"A4.1

ROOF HATCH FLASHING11

INSULATION SECURELY

FASTENED

INSULATION SECURELY

FASTENED

VAPOR BARRIER

STRUCTURAL DECK

INSULATION SECURELY

FASTENED

EXISTING ROOF HATCH

FRY-TYPE REGLET

PVC FLASHING ADHERED TO

ACCEPTABLE SUBSTRATE

HOT-AIR WELD

SPECIFIED PVC

SECUREMENT

M

IN

M

IN

COVER BOARD

COVER BOARD

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

NOTES:

VAPOR BARRIER

COVER BOARD

VAPOR BARRIER

COVER BOARD

VAPOR RETARDER

COVER BOARD

VAPOR BARRIER

COVER

BOARD

VAPOR BARRIER

PVC ROOF

MEMBRANE

COVER

BOARD

VAPOR BARRIER

PVC ROOF MEMBRANE

COVER BOARD

INSTALL LIQUID

FLASHING AT PIPE

INSTALL LIQUID

FLASHING AT PIPE

1 1/2" = 1'-0"A4.1

ROOF SECTION12

1 1/2" = 1'-0"A4.1

ROOF SECTION13

1 1/2" = 1'-0"A4.1

ROOF SECTION14

1 1/2" = 1'-0"A4.1

ROOF SECTION16

1 1/2" = 1'-0"A4.1

ROOF SECTION15

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A5.1

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

PHOTO

DOCUMENTATION

LOW ROOF

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

12" = 1'-0"A5.1

PHOTO 11

12" = 1'-0"A5.1

PHOTO 22

12" = 1'-0"A5.1

PHOTO 44

12" = 1'-0"A5.1

PHOTO 55

12" = 1'-0"A5.1

PHOTO 33

12" = 1'-0"A5.1

PHOTO 66

12" = 1'-0"A5.1

PHOTO 77

12" = 1'-0"A5.1

PHOTO 88

12" = 1'-0"A5.1

PHOTO 99

12" = 1'-0"A5.1

PHOTO 1010

12" = 1'-0"A5.1

PHOTO 1111

12" = 1'-0"A5.1

PHOTO 1212

12" = 1'-0"A5.1

PHOTO 1313

12" = 1'-0"A5.1

PHOTO 1414

12" = 1'-0"A5.1

PHOTO 1515

12" = 1'-0"A5.1

PHOTO 1616

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A5.2

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

PHOTO

DOCUMENTATION

LOW ROOF

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

12" = 1'-0"A5.2

PHOTO1

12" = 1'-0"A5.2

PHOTO2

12" = 1'-0"A5.2

PHOTO3

12" = 1'-0"A5.2

PHOTO4

12" = 1'-0"A5.2

PHOTO5

12" = 1'-0"A5.2

PHOTO6

12" = 1'-0"A5.2

PHOTO7

12" = 1'-0"A5.2

PHOTO8

12" = 1'-0"A5.2

PHOTO9

12" = 1'-0"A5.2

PHOTO10

12" = 1'-0"A5.2

PHOTO11

12" = 1'-0"A5.2

PHOTO12

12" = 1'-0"A5.2

PHOTO13

12" = 1'-0"A5.2

PHOTO14

12" = 1'-0"A5.2

PHOTO15

12" = 1'-0"A5.2

PHOTO16

Copyright Barnett Fronczak Barlowe & Shuler, Architects. All rights Reserved 2074 Centre Pointe Blvd, Suite #200, Tallahassee, FL 32308

Tallahassee Florida

Revisions

Date

Project Code

Drawn By:

Checked By:

BARLOWE

A

FRONCZAK

BARNETT

SHULER&

R C H I T E C T S

NOTES

A5.3

LEON COUNTY

SUPERVISOR OF

ELECTIONS -

RE-ROOFING

PHOTO

DOCUMENTATION

HIGH ROOF

CONTRACT

DOCUMENTS

3 JUNE 2021

17990 JH

DB

12" = 1'-0"A5.3

PHOTO2

12" = 1'-0"A5.3

PHOTO4

12" = 1'-0"A5.3

PHOTO3

12" = 1'-0"A5.3

PHOTO6

12" = 1'-0"A5.3

PHOTO5

12" = 1'-0"A5.3

PHOTO7

12" = 1'-0"A5.3

PHOTO8

12" = 1'-0"A5.3

PHOTO9

12" = 1'-0"A5.3

PHOTO10

12" = 1'-0"A5.3

PHOTO14

12" = 1'-0"A5.3

PHOTO11

12" = 1'-0"A5.3

PHOTO12

12" = 1'-0"A5.3

PHOTO13

12" = 1'-0"A5.3

PHOTO15

12" = 1'-0"A5.3

PHOTO1

12" = 1'-0"A5.3

PHOTO16

GENERAL HVAC NOTES

1 TOMAHAWK ENGINEERING AND CONSULTING, INC. SHALL NOT BE HELD RESPONSIBLE FOR

ANY MISUSE AND/OR MISREPRESENTATION OF THIS SET OF DOCUMENTS.

2 THE CONTRACTOR ASSUMES RESPONSIBILITY FOR USE OF THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL MAKE HIMSELF AWARE OF PROJECT CONDITIONS AND OWNER

REQUIREMENTS PRIOR TO PROCUREMENT OF EQUIPMENT AND SERVICES. CHANGES IN

PROJECT COST WILL NOT BE GRANTED DUE TO FIELD CONFLICTS AND/OR PROJECT

CONDITIONS.

3 THIS SET OF DRAWINGS AND SPECIFICATIONS SHALL NOT BE CONSIDERED A SET OF

CONSTRUCTION DOCUMENTS UNLESS A SIGNATURE AND DATE ARE AFFIXED TO THE

DRAWINGS AND SPECIFICATIONS BY THE ENGINEER IN RESPONSIBLE CHARGE FOR THE

GIVEN DISCIPLINE.

4 CONFLICTS BETWEEN THIS SET OF DRAWINGS AND THE CONTRACT SPECIFICATIONS SHALL

BE RESOLVED BY THE ENGINEER OF RECORD. THE CONTRACTOR DOES NOT HAVE THE

AUTHORITY TO INTERPRET CONFLICTS…