10-0.3 Plans.pdf

PROJECT DIRECTORY

OWNER

SUWANNEE COUNTY COMMISSIONERS

13150 VOYLES STREET

LIVE OAK, FL 32060

TEL: 386-364-3450

ARCHITECT

BFB&S ARCHITECTS

2074 CENTRE POINTE BLVD, SUITE 200

TALLAHASSEE, FL 32308

TEL: 850-224-6301

www.bfbsa.com

STRUCTURAL ENGINEER

KEVER MCKEE ENGINEERING

1624 METROPOLITAN BLVD, SUITE A

TALLAHASSEE, FL 32308

TEL: 850-727-5367

www.kevermckee.com

TOMAHAWK ENGINEERING & CONSULTING

1940 BUFORD BLVD.

TALLAHASSEE, FL 32308

TEL: 850-402-1340

CIVIL ENGINEER

DEWBERRY

20684 CENTRAL AVENUE EAST

BLOUNTSTOWN, FL 32424-6209

TEL: 850.354.5204

MEP ENGINEER

969 DOUGLAS ST SW

LIVE OAK, FL 32064

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:

NOTES

CS-1

DOUGLASS

GYMNASIUM -

RENOVATION

COVER SHEET

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

DOUGLASS GYMNASIUM -

RENOVATION

PROJECT LOCATION MAP

969 DOUGLAS ST SW

LIVE OAK, FL 32064

18 JULY 2025

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:

NOTES

CS-2

DOUGLASS

GYMNASIUM -

RENOVATION

INDEX

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

INDEX OF DRAWINGSABBREVIATIONSGENERAL LEGEND

STRUCTURAL

S0.1 S1.1 S1.2 S2.1 S2.2

CS-1

CS-2

LS1.1

COVER SHEET

INDEX SHEET

LIFE SAFETY PLAN

STRUCTURAL NOTES

FOUNDATION PLAN

ROOF FRAMING PLAN

STRUCTURAL DETAILS

STRUCTURAL DETAILS

ARCHITECTURAL

D1.1

A1.1 A3.1 A3.2 A4.1 A5.1 A7.1 A9.1

DEMOLITION PLAN

FLOOR PLAN

BUILDING ELEVATION

PARTIAL BUILDING ELEVATION

BUILDING SECTIONS

WALL SECTIONS & DETAILS

DOOR SCHEDULE & DOOR DETAILS

ROOF PLAN

ELECTRICAL

E1.0

ED2.1

E1.1 E2.1 E5.1 E6.1 E7.1

SITE PLAN - ELECTRICAL

FLOOR PLAN - DEMOLITION - POWER & SYSTEMS

FLOOR PLAN - RENOVATION - LIGHTING

FLOOR PLAN - RENOVATION - POWER & SYSTEMS

DETAILS - ELECTRICAL

RISER DIAGRAMS - ELECTRICAL

PANEL SCHEDULES - ELECTRICAL

MECHANICAL

M0.1

MD1.1

M1.1 M5.1 M7.1

LEGEND & NOTES - HVAC

FLOOR PLAN - DEMOLITION - HVAC

FLOOR PLAN - RENOVATION - HVAC

DETAILS - HVAC

CONTROLS - HVAC

APPLICABLE CODES

OCCUPANCY GROUP:

GROSS FLOOR AREA:

FLOOR AREA:

TOTAL OCCUPANCY LOAD:

CONSTRUCTION TYPE:

TENENT SEPARATION:

FBC-B: CH. 3, SECTION 302

FBC-B: CH. 10 TABLE 1004.5

FBC SECTION 508

FBC GROUP A-3 ASSEMBLEY

15,325 GSF

3,693 GSF - RESTROOM / LOCKER ROOM

9,061 GSF - GYMNASIUM / LOBBY

2,607 GSF - CLASSROOMS

3,693 GSF @ 50 SF/PERSON = 74 PERSONS

9,061 GSF @ 7 SF/PERSON = 1,295 PERSONS

2,607 GSF @ 20 SF/PERSON = 131 PERSONS

TOTAL ALLOWABLE OCCUPANCY = 1,500 PERSONS

TYPE V NON SPRINKLERED

N/A

OCCUPANCY

THE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL CONDITIONS. IF THE CONTRACTOR IS UNABLE TO INTERPRET THE CONSTRUCTION DOCUMENTS, HE/SHE IS RESPONSIBLE FOR REQUESTING CLARIFICATION IN WRITING TO THE ARCHITECT. IF THE CONTRACTOR PROCEEDS WITH ANY WORK BEFORE OBTAINING CLARIFICATION, HE/SHE SHALL BE HELD RESPONSIBLE FOR ALL DEFICIENCIES ASSOCIATED THERE.

DIMENSIONS ARE TAKEN FROM THE FACE OF EXISTING NON AND LOAD BEARING INTERIOR WALLS AND FROM THE FACE OF STUD FOR NEW WALLS.

BEFORE SUBMITTING FOR WORK OR BEGINNING WORK, THE CONTRACTOR WILL BE HELD TO HAVE EXAMINED THE PREMISES AND SATISFIED HIMSELF/HERSELF AS TO THE EXISTING CONDITIONS UNDER WHICH HE/SHE WILL BE OBLIGATED AND COMPLETE THE WORK UNDER THE CONTRACT. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION ON BEHALF OF THE CONTRACTOR FOR ANY ERRORS OR NEGLIGENCE ON HIS/HER PART.

CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY AND HEATH INCLUDING POSTING DANGER SIGNS, AND OTHER WARNING AGAINST HAZARDS, AS WELL AS PROMULGATING SAFETY REGULATIONS. CONTRACTOR SHALL PROVIDE SAFETY PRECAUTIONS AND BARRICADES FOR PEDESTRIANS AT

CONSTRUCTION, VEHICLE ACCESS AND EGRESS LOCATIONS.

THE CONTRACTOR SHALL SUBMIT A COMPLETE DETAILED CONSTRUCTION SCHEDULE AND PLAN PRIOR TO THE PRE-CONSTRUCTION CONFERENCE.

CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BY OWNER FOR ON SITE STORAGE OF CONSTRUCTION MATERIALS. COMPARTMENT TRAILERS OR SIMILAR PROTECTIVE STORAGE FACILITIES MAY BE UTILIZED ON SITE TO SECURE ALL EQUIPMENT AND ITEMS REMOVED DURING PROJECT WORK. THE CONTRACTOR IS

RESPONSIBLE FOR THE PROTECTION AND SECURITY OF ALL EQUIPMENT AND ITEMS REMOVED.

CONTRACTOR SHALL COORDINATE WITH LOCAL ELECTRICAL POWER AND WATER UTILITY PROVIDERS TO INSTALL NEW SERVICE TO THE SITE PRIOR TO THE START OF

CONSTRUCTION.

ALL WORK SHALL COMPLY WITH APPLICABLE OSHA AND EPA REGULATIONS AND GUIDELINES.

INSTALL WORK IN ACCORDANCE WITH THE CODES LISTED ON THE INDEX SHEET. IMMEDIATELY NOTIFY THE ARCHITECT WHEN CONFLICTS OCCUR BETWEEN CODES AND

BETWEEN THE CONSTRUCTION DOCUMENTS.

CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS TO THE ARCHITECT AT COMPLETION OF THE CONSTRUCTION. CHANGES SHALL BE INDICATED CLEARLY BY

MECHANICAL DRAFTING METHODS.

CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISES AT ALL TIMES AND SHALL CLEAN CONSTRUCTION SITE OF ALL DEBRIS DAILY.

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING SURFACES OUTSIDE THE SCOPE OF WORK AND SHALL BE RESPONSIBLE FOR RETURNING DAMAGED AREAS (MATERIALS, FINISHES, LANDSCAPE, ETC.) TO THEIR ORIGINAL CONDITION. ALL DISTURBED AREAS OF SOIL TO BE SODDED. ALL PLANTING REPLACEMENT TO BE

GUARANTEED FOR ONE YEAR.

CONTRACTOR SHALL ERECT ALL SAFE GUARDS TO PROTECT ADJACENT AREAS. REMOVE DEBRIS FROM JOB SITE DAILY AND ADHERE TO ENVIRONMENTAL REGULATIONS.

WHERE A NOTE IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL SIMILAR AND LIKE CONDITIONS.

CONTRACTOR SHALL PATCH ALL SPALLED AND ROUGH CONCRETE FLOOR SURFACES TO PROVIDE A CONTINUOUS LEVEL CONCRETE SURFACE.

A DISCOVERY OF ASBESTOS: ALL MATERIAL KNOWN TO CONTAIN ASBESTOS & THAT WILL BE IMPACTED BY DEMOLITION & CONSTRUCTION ACTIVITIES INCLUDED IN THE PROJECT SCOPE OF WORK HAVE BEEN REMOVED. IN THE EVENT CONCEALED CONDITIONS ARE ENCOUNTERED, NOTIFY THE ARCHITECT PRIOR TO PROCEEDING FURTHER

WITH WORK.

A KNOX BOX SHALL BE INSTALLED ON THE EXTERIOR OF THE BUILDING WITHIN 5’ OF THE MAIN ENTRANCE DOOR. MOUNTING HEIGHT TO BE NOT GREATER THAN 5’ AFF.

KEYS TO BUILDING, PHASE I AND PHASE II ELEVATOR RECALL SHALL BE PROVIDED FOR PLACEMENT IN KNOX BOX. REQUIRED DUE TO SPRINKLER CONTROL VALVES AND/OR FIRE ALARM CONTROL PANEL LOCATED IN THIS SPACE OR THE BUILDING IS PROVIDED WITH ELEVATOR RECALL.

A MINIMUM 6” ADDRESS NUMBERS SHALL BE LOCATED ON THE EXTERIOR OF THE BUILDING. NUMBERS TO BE PLAINLY VISIBLE FROM THE STREET OR OTHER ELEVATIONS AND CONTRAST WITH BACKGROUND. THIS MAY BE WAIVED IF ADDRESS NUMERIC IS ILLUMINATED ON A SIGN SEPARATE FROM THE BUILDING THAT IS VISIBLE FROM THE

STREET.

THE ELEVATION OF THE FLOOR SURFACE ON BOTH SIDES OF ANY DOOR SHALL NOT VARY BY MORE THAN 1/2" INCH FOR A DISTANCE NOT LESS THAN THE WIDTH OF THE

WIDEST LEAF. PLEASE SHOW ON PLANS.

CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR DOCUMENTATION NECESSARY TO VERIFY THAT ALL EXTERIOR ENVELOPE COMPONENTS REQUIRING PRODUCT APPROVAL PER FS 553.842 ARE IN COMPLIANCE WITH PRODUCT APPROVAL INSTALLATION REQUIREMENTS

THE FIRE ALARM CONTRACTOR SHALL SUBMIT PLANS FOR EVALUATION AND APPROVAL PRIOR TO COMMENCEMENT OF NEW WORK. FIRE PROTECTION IS NOT PART OF THE

BUILDING PERMIT EVALUATION.

ALL GUARDRAILS SHALL RESIST A CONCENTRATED LOAD OF 250 POUNDS

GRAB BARS MOUNTED SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 250 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE GRAB BAR.

GENERAL NOTES

EXISTING BUILDING

BUILDING

ACCESSIBILITY

MECHANICAL

ENERGY CONSERVATION

FUEL GAS

PLUMBING

FIRE PREVENTION

ELECTRICAL

FLORIDA EXISTING BUILDING CODE (FBC-EB) 2023, 8TH EDITION

FLORIDA BUILDING CODE (FBC-B) 2023, 8TH EDITION

FLORIDA BUILDING CODE (FBC-A) 2023, 8TH EDITION

FLORIDA BUILDING CODE (FBC-M) 2023, 8TH EDITION

FLORIDA BUILDING CODE (FBC-EC) 2023, 8TH EDITION

FLORIDA BUILDING CODE (FBC-FG) 2023, 8TH EDITION

FLORIDA BUILDING CODE (FBC-P) 2023, 8TH EDITION

FLORIDA FIRE PREVENTION CODE (FFPC) 2023, 8TH EDITION

NATIONAL ELECTRICAL CODE (NFPA 70) 2020 (per 8th Ed. FBC-B)

GAS

G1.1 LEGEND, NOTES, DETAILS, SPECS & FLOOR PLAN - NATURAL GAS

FIRE PROTECTION

FP0.1

FP1.0

FP1.1

FP5.1

LEGEND, NOTES, SCHEDULES - FIRE PROTECTION

SITE PLANS - FIRE PROTECTION

FLOOR PLAN = RENOVATION - FIRE PROTECTION

DETAILS - FIRE PROTECTION

LIFE SAFETY LEGEND

PATH OF EGRESS

EXIT/AREA OF REFUGE LIGHT

EMERGENCY LIGHT

FIRE EXTINGUISHER BRACKET

FIRE ALARM ANNUNCIATOR, HORN/VISIBLE TYPE

FIRE ALARM MANUAL PULL STATION

FIRE ALARM CONTROL PANEL

FEB

F

H

FACP

EM

FACP

E P

E P

BOILER

FD

FD

DF

D F

D F

31' - 4"

31' - 4"

NEW BLACK VINYL COATED

CHAIN LINK FENCE - 6' HIGH

NEW BLACK VINYL COATED

CHAIN LINK FENCE - 6' HIGH

MECHANICAL YARD

MECHANICAL YARD

SIDEWALK

SIDEWALK

LIFT

STATION

AC-2

AC-1

MEETING ROOM

MEETING ROOM

SIDEWALK

SIDEWALK

RAMP

RAMP

PATH OF EGRESS = 87' - 0"

PATH OF EGRESS = 69' - 0"

PATH OF EGRESS = 56' - 0"

BLEACHERS

BLEACHERS

H

H

H F

H F

H F

F

FEB

H

H

FEB

FEB

FEB

FEB

FEB

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:

NOTES

LS1.1

DOUGLASS

GYMNASIUM -

RENOVATION

LIFE SAFETY PLAN

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1/8" = 1'-0"LS1.1

LIFE SAFETY PLAN1

REBAR LAP SPLICE LENGTHS

STD. HOOK DIMENSIONS DEVELOP. LENGTHS

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:

NOTES

DOUGLAS

GYMNASIUM -

RENOVATION

100% CONTRACT

DOCUMENTS

18 JULY 2025

20030 CJB

PMM

KEVER CKEE

ENGINEERING

1624 Metropolitan Blvd., Ste. A Tallahassee, Florida 32308

Office: 850.727.5367 Authorization No. 31293

M

S0.1

STRUCTURAL

NOTES

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:

NOTES

DOUGLAS

GYMNASIUM -

RENOVATION

100% CONTRACT

DOCUMENTS

18 JULY 2025

20030 CJB

PMM

KEVER CKEE

ENGINEERING

1624 Metropolitan Blvd., Ste. A Tallahassee, Florida 32308

Office: 850.727.5367 Authorization No. 31293

M

S1.1

FOUNDATION

PLAN

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:

NOTES

DOUGLAS

GYMNASIUM -

RENOVATION

100% CONTRACT

DOCUMENTS

18 JULY 2025

20030 CJB

PMM

KEVER CKEE

ENGINEERING

1624 Metropolitan Blvd., Ste. A Tallahassee, Florida 32308

Office: 850.727.5367 Authorization No. 31293

M

S1.2

ROOF FRAMING

PLAN

XXXXXXXX

X

X

X X X X

X X X X X X

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:

NOTES

DOUGLAS

GYMNASIUM -

RENOVATION

100% CONTRACT

DOCUMENTS

18 JULY 2025

20030 CJB

PMM

KEVER CKEE

ENGINEERING

1624 Metropolitan Blvd., Ste. A Tallahassee, Florida 32308

Office: 850.727.5367 Authorization No. 31293

M

S2.1

DETAILS

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:

NOTES

DOUGLAS

GYMNASIUM -

RENOVATION

100% CONTRACT

DOCUMENTS

18 JULY 2025

20030 CJB

PMM

KEVER CKEE

ENGINEERING

1624 Metropolitan Blvd., Ste. A Tallahassee, Florida 32308

Office: 850.727.5367 Authorization No. 31293

M

S2.2

DETAILS

DEMOLITION LEGEND

EXISTING WALL TO REMAIN

EXISTING TO BE REMOVED

ELEMENTS THAT ARE DASHED ARE TO BE REMOVED FROM THE PROJECT.

SITE WORK - IF APPLICABLE, PROTECT AS NECESSARY ANY EXISTING VEGETATION, TREES

OR THE LIKE IMMEDIATELY ADJACENT TO THE LIMITS OF THE ALTERATION WORK WHICH

ARE INDICATED ON THE DRAWINGS TO REMAIN, OR IN ANY CASE ARE NOT SPECIFIED OR

DIRECTED TO BE REMOVED.

MASONRY - IN TOOTHING OR CUTTING BACK FOR JOINERY TO OR CONTINUING AN

EXISTING MASONRY SURFACE, EXERCISE CARE SO AS NOT TO WEAKEN STRUCTURALLY

THAT PORTION OF THE STRUCTURE WHICH IS TO REMAIN.

STRUCTURAL STEEL AND CARPENTRY - IN THE COURSE OF ALTERATION WORK SHOULD

THE CONTRACTOR ENCOUNTER, IN EXPOSING FORMERLY COVERED FRAMING, ANY

UNFORESEEN STRUCTURAL DEFECT WHICH MIGHT JEOPARDIZE ANY PART OF THE

EXISTING BUILDING OR THE NEW WORK, THE CONTRACTOR SHALL SHORE UP OR

OTHERWISE SUPPORT THE EXPOSED DEFECT FOR EASE OF INSPECTION BY OWNER'S

REPRESENTATIVE OR ARCHITECT WHO WILL DIRECT FURTHER REPAIR.

TEMPORARY SHORING: IF APPLICABLE, PROVIDE ANY TEMPORARY SHORING, CRIBBING

OR UNDERPINNING AS MAY BE REQUIRED OR DIRECTED BY THE ARCHITECT AT ANY TIME

AND IN ANY PORTION OF THE ALTERATION WORK FOR THE DURATION OF SUCH WORK.

PAINTING - ANY PITTED, CHIPPED, FLAKED, OVERLY THICKENED OR OTHERWISE DAMAGED

EXISTING PAINT SURFACES ENCOUNTERED SHALL BE SANDED, CHIPPED OR OTHERWISE

REMOVED DOWN TO ORIGINAL SURFACE AND REPAIRED. DO NOT SANDBLAST, OR USE

POWER SANDER OR GRINDER.

DEMOLITION WORK - WITH THE EXCEPTION OF ANY SALVABLE ITEMS, AS DIRECTED TO BE

RETAINED BY OWNER, ALL REMOVED STRUCTURES AND MATERIALS SHALL BECOME THE

PROPERTY OF THE CONTRACTOR WHO SHALL PROMPTLY REMOVE THEM FROM THE

PREMISES. NO SUCH ITEMS SHALL BE STORED OR ACCUMULATED ON THE PREMISES.

SALVAGE - ALL ITEMS DEEMED SALVABLE BY OWNER WILL EITHER HAVE BEEN INDICATED

ON THE DRAWINGS, REMOVED PRIOR TO START OF ALTERATION WORK, OR WILL BE

DIRECTED BY OWNER TO BE STORED BY THE CONTRACTOR AND SHALL REMAIN THE

PROPERTY OF THE OWNER. ANY ITEMS TO BE RELOCATED WILL HAVE BEEN INDICATED

ON THE DRAWINGS.

NOTE: THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS

AND CONDITIONS AT THE SITE BEFORE BID AND PRIOR TO BEGINNING WORK. IF ANY

DISCREPANCIES ARE DISCOVERED NOTIFY THE ARCHITECT.

SEQUENCE OF ALTERATION WORK: IN THE EVENT THAT ANY SPECIAL SEQUENCING OF

THE WORK IS REQUIRED BY OWNER, THE CONTRACTOR SHALL ARRANGE A CONFERENCE

WITH THE OWNER FOR THE PURPOSE OF ESTABLISHING ANY SPECIAL SCHEDULING

BEFORE ANY SUCH WORK IS BEGUN.

PROTECTIONS: PROVIDE ANY SPECIAL BARRICADING AND MAINTAIN ANY REQUIRED

LIGHTS, WARNING AND DIRECTIONAL SIGNS AND OTHER PROTECTIONS NEAR AND ABOUT

THE SITE OF ALTERATION WORK AS MAY BE REQUIRED BY LOCAL AUTHORITIES HAVING

JURISDICTION. BY ANY NECESSARY MEANS PROTECT ANY SURROUNDING ADJACENT

SITES, STRUCTURES, PROPERTIES AND UTILITIES. MAINTAIN ALL SAFETY MEASURES

UNTIL REMOVAL IS DIRECTED BY OWNER'S REPRESENTATIVE OR ARCHITECT. INDEFINITE

UNDERGROUND UTILITIES OR OTHER SERVICES AS MAY BE UNCOVERED SHALL NOT BE

DISTURBED BUT BROUGHT TO THE ARCHITECT'S ATTENTION FOR DIRECTION AS TO HOW

TO PROCEED.

ADDITIONAL TEMPORARY FACILITIES: ANY ADDITIONAL TEMPORARY FACILITIES OR

SERVICES AS MAY BE REQUIRED BY ANY SPECIAL NECESSITIES OF ALTERATION WORK

SHALL BE PROVIDED BY THE CONTRACTOR OUTSIDE OF HOUSE DURING ALL HOURS SUCH

WORK IS IN PROGRESS. PROVIDE PORTABLE TOILET FACILITIES OUTSIDE AS REQUIRED.

SPECIAL PERMITS: SECURE ANY AND ALL PERMITS TO DEMOLISH AND REHABILITATION AS

MAY BE REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION OVER SUCH WORK.

DEMOLITION NOTES:

FAP

E P

E P

BOILER

FD

FD

DF

D F

D F

REMOVE EXISTING

LOUVER AND

ENLARGE OPENING

FOR NEW DOOR

REMOVE EXISTING

LOUVER AND

ENLARGE OPENING

FOR NEW DOOR

SIDEWALK

SIDEWALK

LIFT

STATION

CUT CMU PROTRUSIONS TO

BE FLUSH WILL WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

CUT CMU PROTRUSIONS TO

BE FLUSH WILL WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

REMOVE EXISTING

LOUVER AND PREP

FOR NEW HVAC EQUIP.

REMOVE EXISTING

LOUVER AND PREP

FOR NEW HVAC EQUIP.

REMOVE EXISTING

LOUVER AND PREP

FOR CMU INFILL

REMOVE EXISTING

LOUVER AND PREP

FOR CMU INFILL

REMOVE EXISTING

LOUVER AND PREP

FOR NEW HVAC

RETURN DUCT

REMOVE EXISTING

LOUVER AND PREP

FOR NEW HVAC

RETURN DUCT

SAW CUT EXISTING

CMU AS REQ'D FOR

NEW HVAC SUPPLY

DUCT

SAW CUT EXISTING

CMU AS REQ'D FOR

NEW HVAC SUPPLY

DUCT

REMOVE EXISTING

LOUVER AND PREP

FOR CMU INFILL

REMOVE EXISTING

LOUVER AND PREP

FOR CMU INFILL

SIDEWALK

SIDEWALK

RAMP

RAMP

PREP AREA FOR NEW

CONSTRUCTION -

EXCAVATE 4" OF

EXISTING EARTH

PREP AREA FOR NEW

CONSTRUCTION -

EXCAVATE 4" OF

EXISTING EARTH

REMOVE EXISTING

INSULATION FROM

UPPER PORTION

OF WALL (ABOVE

CMU) - PREP FOR

SPRAY FOAM

INSTALLATION -

TYP. THIS WALL

REMOVE EXISTING

INSULATION FROM

UPPER PORTION

OF WALL (ABOVE

CMU) - PREP FOR

SPRAY FOAM

INSTALLATION -

TYP. THIS WALL

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:

NOTES

D1.1

DOUGLASS

GYMNASIUM -

RENOVATION

DEMOLITION PLAN

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1/8" = 1'-0"D1.1

DEMOLITION PLAN1

FLOOR PLAN LEGEND

EXISTING TO REMAIN

NEW CMU WALL PARTITION OR CMU INFILL

Name

ROOM NAME AND NUMBER

DOOR NUMBER

INTERIOR WINDOW (LETTER DENOTES TYPE)

P-1 WALL PARTITION TYPE

1iA

90 MIN

FIRE RATING

SPOT ELEVATION

A3.1

A3.1 3

A3.1

FAP

E P

E P

BOILER

FD

FD

DF

D F

D F

31' - 4" 30' - 9" - FENCE

31' - 4" 30' - 9" - FENCE

LOCATE NEW DOOR AT

EXISTING LOUVER

OPENING

PAINT BEIGE TO MATCH EXISTING

LOCATE NEW DOOR AT

EXISTING LOUVER

OPENING

PAINT BEIGE TO MATCH EXISTING

A4.1

A4.1

NEW BLACK VINYL COATED

CHAIN LINK FENCE W/

(2) 48" WIDE GATES - 6' HIGH

NEW BLACK VINYL COATED

CHAIN LINK FENCE W/

(2) 48" WIDE GATES - 6' HIGH

MECHANICAL YARD

MECHANICAL YARD

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

LIFT

STATION

CUT CMU PROTRUSIONS TO

BE FLUSH WILL WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

PROVIDE CONCRETE SLAB

AT SAME ELEVTION AS GYM

A3.21A3.2 2

PROVIDE CONCRETE SLAB

AT SAME ELEVTION AS GYM

CUT CMU PROTRUSIONS TO

BE FLUSH WILL WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

INFILL LOUVER OPENING

W/ CMU (SEE 3/A7.1)

PAINT WHITE TO MATCH

INFILL LOUVER OPENING

W/ CMU (SEE 3/A7.1)

PAINT WHITE TO MATCH

A3.21

O P

P

A3.2 2

O P

P

INFILL LOUVER OPENING

W/ CMU (SEE 3/A7.1)

PAINT WHITE TO MATCH

INFILL LOUVER OPENING

W/ CMU (SEE 3/A7.1)

PAINT WHITE TO MATCH

AC-2

AC-1

MEETING ROOM

MEETING ROOM

A5.1

RAMP

RAMP

FEB

PROVIDE ALUMINUM COLLAR (INTERIOR &

EXTERIOR) AT THE UPPER AND LOWER

HVAC DUCT

PROVIDE ALUMINUM COLLAR (INTERIOR &

EXTERIOR) AT THE UPPER AND LOWER

HVAC DUCT

FEB

FEB

FEB

FEB

FEB

4" NEW #57 GRAVEL GROUND COVER

OVER WEED FABRIC W/ 1/8" x 6" TALL

METAL EDGING AT FENCE LINE

4" NEW #57 GRAVEL GROUND COVER

OVER WEED FABRIC W/ 1/8" x 6" TALL

METAL EDGING AT FENCE LINE

P -1P -1

P -1

P -1P -1

P -1

A A

A A

PAINT WALLS TO MATCH EXISTING

AS NOTED ON A5.1

PAINT WALLS TO MATCH EXISTING

AS NOTED ON A5.1

PROVIDE WOOD FRAMING

W/ CEMENTITIOUS SOFFIT -

PAINT TO MATCH EXTERIOR

AND PROVIDE SEALANT

AT EDGES & JOINTS -

SEE 4/A5.1

GROUT FILL OPENINGS -

PAINT TO MATCH EXTERIOR

SEE 5/A5.1

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:

NOTES

A1.1

DOUGLASS

GYMNASIUM -

RENOVATION

FLOOR PLAN

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1/8" = 1'-0"A1.1

FLOOR PLAN1

GENERAL NOTE:

ALL PAINT TO MATCH ECISTING

CONDITIONS IN LOCATIONS NOTED

ON FLOOR PLAN

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

LEVEL 3

22' - 0"

A4.1

CUT CMU PROTRUSIONS TO

BE FLUSH WITH WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

CUT CMU PROTRUSIONS TO

BE FLUSH WITH WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

A3.2

AC-1

NEW METAL ROOF: BASIS OF DESIGN - 36" PRO-RIB

CONTRACTOR TO MATCH EXISTING METAL ROOF

COLOR AND PROFILE. PROVIDE NEW 60 MIL. PEEL AND

STICK WATER-PROOFING ON 5/8" DENSGLASS GOLD

EXTERIOR SHEATHING, RIGID INSULATION (R-25 MIN.)

AND METAL ROOF DECK

NEW CMU WALL - PAINTED TO MATCH EXISTING

PROVIDE ALUMINUM COLLAR

(INTERIOR & EXTERIOR) AT THE

UPPER AND LOWER HVAC DUCT

NEW BLACK VINYL COATED

CHAIN LINK FENCE W/

(2) 48" WIDE GATES - 6' HIGH

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

LEVEL 3

22' - 0"

A4.1

CUT CMU PROTRUSIONS TO

BE FLUSH WITH WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

CUT CMU PROTRUSIONS TO

BE FLUSH WITH WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

AC-2

NEW METAL ROOF: BASIS OF DESIGN - 36" PRO-RIB

CONTRACTOR TO MATCH EXISTING METAL ROOF

COLOR AND PROFILE. PROVIDE NEW 60 MIL. PEEL AND

STICK WATER-PROOFING ON 5/8" DENSGLASS GOLD

EXTERIOR SHEATHING, RIGID INSULATION (R-25 MIN.)

AND METAL ROOF DECK

NEW CMU WALL - PAINTED TO MATCH EXISTING

PROVIDE ALUMINUM COLLAR

(INTERIOR & EXTERIOR) AT THE

UPPER AND LOWER HVAC DUCT

NEW BLACK VINYL COATED

CHAIN LINK FENCE W/

(2) 48" WIDE GATES - 6' HIGH

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

LEVEL 3

22' - 0"

A4.1

A5.1

NEW METAL ROOF: BASIS OF DESIGN - 36" PRO-RIB

CONTRACTOR TO MATCH EXISTING METAL ROOF

COLOR AND PROFILE. PROVIDE NEW 60 MIL. PEEL AND

STICK WATER-PROOFING ON 5/8" DENSGLASS GOLD

EXTERIOR SHEATHING, RIGID INSULATION (R-25 MIN.)

AND METAL ROOF DECK

NEW CMU WALL - PAINTED TO MATCH EXISTING

NEW CASEMENT WINDOW

NEW METAL ROOF: BASIS OF DESIGN - 36" PRO-RIB

CONTRACTOR TO MATCH EXISTING METAL ROOF

COLOR AND PROFILE. PROVIDE NEW 60 MIL. PEEL AND

STICK WATER-PROOFING ON 5/8" DENSGLASS GOLD

EXTERIOR SHEATHING, RIGID INSULATION (R-25 MIN.)

AND METAL ROOF DECK

NEW CMU WALL - PAINTED

NEW CASEMENT WINDOW AA

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:

NOTES

A3.1

DOUGLASS

GYMNASIUM -

RENOVATION

BUILDING

ELEVATIONS

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1/8" = 1'-0"A3.1

North1

1/8" = 1'-0"A3.1

South2

1/8" = 1'-0"A3.1

West3

LEVEL 2

10' - 0"

LEVEL 3

22' - 0"

HVAC

CUT CMU PROTRUSIONS TO

BE FLUSH WITH WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE (TYP.)

NEW METAL ROOF: BASIS OF DESIGN - 36"

PRO-RIB CONTRACTOR TO MATCH EXISTING

METAL ROOF COLOR AND PROFILE. PROVIDE

NEW 60 MIL. PEEL AND STICK

WATERPROOFING ON 5/8" DENSGLASS GOLD

EXTERIOR SHEATHING, RIGID INSULATION

(R-25 MIN.) AND METAL ROOF DECK

MODIFY EXISTING DOWN-

SPOUT SO THAT IT ENDS

LESS THAN 6" ABOVE THE

ROOF OF THE ADDITION

A5.1

A

FENCE

8"

NEW CMU WALL - PAINTED TO MATCH

EXISTING

NEW BLACK VINYL COATED

CHAIN LINK FENCE W/

(2) 48" WIDE GATES - 6' HIGH

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

LEVEL 3

22' - 0"

CUT CMU PROTRUSIONS TO

BE FLUSH WITH WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE (TYP.)

NEW METAL ROOF: BASIS OF DESIGN - 36"

PRO-RIB CONTRACTOR TO MATCH

EXISTING METAL ROOF COLOR AND

PROFILE. PROVIDE NEW 60 MIL. PEEL AND

STICK WATERPROOFING ON 5/8"

DENSGLASS GOLD EXTERIOR

SHEATHING, RIGID INSULATION (R-25

MIN.) AND METAL ROOF DECK

MODIFY EXISTING DOWN-

SPOUT SO THAT IT ENDS

LESS THAN 6" ABOVE THE

ROOF OF THE ADDITION

ANEW CMU WALL - PAINTED TO MATCH

EXISTING

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

A4.1

HVAC UNIT

CUT CMU PROTRUSIONS TO

BE FLUSH WITH WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE (TYP.)

NEW METAL ROOF: BASIS OF DESIGN - 36"

PRO-RIB CONTRACTOR TO MATCH EXISTING

METAL ROOF COLOR AND PROFILE. PROVIDE

NEW 60 MIL. PEEL AND STICK

WATERPROOFING ON 5/8" DENSGLASS GOLD

EXTERIOR SHEATHING, RIGID INSULATION (R-25

MIN.) AND METAL ROOF DECK

NEW CMU WALL - PAINTED

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:

NOTES

A3.2

DOUGLASS

GYMNASIUM -

RENOVATION

PARTIAL BUILDING

ELEVATIONS

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1/4" = 1'-0"A3.2

ELEVATION OF ADDITION1

1/4" = 1'-0"A3.2

ELEVATION OF ADDITION2

1/4" = 1'-0"A3.2

ELEVATION OF ADDITION3

LEVEL 2

10' - 0"

LEVEL 3

22' - 0"

2' - 8" 4' - 0"

2' - 8"4' - 0"

NEW METAL ROOF: BASIS OF DESIGN - 36" PRO-RIB

CONTRACTOR TO MATCH EXISTING METAL ROOF COLOR

AND PROFILE. PROVIDE NEW 60 MIL. PEEL AND STICK

WATER-PROOFING ON 5/8" DENSGLASS GOLD EXTERIOR

SHEATHING, RIGID INSULATION (R-25 MIN.) AND METAL

ROOF DECK

EXISTING WOOD

BACKETBALL

COURT -

TO REMAIN

EXISTING CONC.

SLAB - TO REMAIN

NEW CONC. SLAB - SEE STRUCTURAL DWGS

EXISTING BLEACHERS -

TO REMAIN (TYP.)

A4.1

CUT CMU PROTRUSIONS TO BE FLUSH WILL WALL

BETWEEN 9' - 4" AND 11' - 4" TO ELIMINATE NEW ROOF

INTERFERENCE

HVACHVAC

A5.1

A5.1

REINFORCE CELLS PER

STRUCTURAL DWGS.

REINFORCE CELLS PER

STRUCTURAL DWGS.

NEW METAL ROOF: BASIS OF DESIGN - 36" PRO-RIB

CONTRACTOR TO MATCH EXISTING METAL ROOF COLOR

AND PROFILE. PROVIDE NEW 60 MIL. PEEL AND STICK

WATER-PROOFING ON 5/8" DENSGLASS GOLD EXTERIOR

SHEATHING, RIGID INSULATION (R-25 MIN.) AND METAL

ROOF DECK

NEW CONC. SLAB - SEE STRUCTURAL DWGS

CUT CMU PROTRUSIONS TO BE FLUSH WILL WALL

BETWEEN 9' - 4" AND 11' - 4" TO ELIMINATE NEW ROOF

INTERFERENCE

A5.1

PROVIDE CLOSED CELL SPRAY FOAM INSULATION ON

EXISTING EXTERIOR WALL (ABOVE CMU) W/ A SMOOTH

SURFACE (GRID SHADED AREA) - ALL SIDES OF THE

BUILDING ABOVE EXISTING CMU WALL

PAINT TO MATCH EXISTING WALL COLOR

PROVIDE CLOSED CELL SPRAY FOAM INSULATION ON

EXISTING EXTERIOR WALL (ABOVE CMU) W/ A SMOOTH

SURFACE (GRID SHADED AREA) - ALL SIDES OF THE

BUILDING ABOVE EXISTING CMU WALL

PROVIDE CLOSED CELL SPRAY FOAM INSULATION ON

EXISTING EXTERIOR WALL (ABOVE CMU) W/ A SMOOTH

SURFACE (GRID SHADED AREA) - ALL SIDES OF THE

BUILDING ABOVE EXISTING CMU WALL

CMU INFILLCMU INFILL

NEW HVAC DUCTS - PAINTED TO MATCH GREEN FROM

COURT FLOOR (TYP.)

A A

PROVIDE ALUMINUM COLLAR (INTERIOR & EXTERIOR) AT

THE UPPER AND LOWER HVAC DUCT

PROVIDE ALUMINUM COLLAR (INTERIOR & EXTERIOR) AT

THE UPPER AND LOWER HVAC DUCT

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

LEVEL 3

22' - 0"

A4.1

PROVIDE SOFFIT INFILL WHERE

ABANDONED BARN DOOR TRACKS

ARE LOCATED

REMOVE EXISTING HVAC LOUVER &

PROVIDE NEW CMU INFILL

REMOVE EXISTING HVAC LOUVER

FOR NEW HVAC DUCT

PAINTED TO MATCH EXISTING WALL

COLOR

REMOVE EXISTING HVAC LOUVER

FOR NEW HVAC DUCT

PAINTED TO MATCH EXISTING

WALL COLOR

REMOVE EXISTING HVAC LOUVER &

PROVIDE NEW CMU INFILL

SAW CUT OPENING FOR

NEW HVAC DUCT - COORDINATE W/

MEP DWGS. PROVIDE ALUMINUM

COLLAR (INTERIOR & EXTERIOR) AT

THE UPPER AND LOWER HVAC

DUCT

LOCATE NEW DOOR AT EXISTING

LOUVER OPENING

PAINT DOOR AND FRAME TO MATCH

EXISTING

BLEACHERS NOT SHOWN

PROVIDE CLOSED CELL SPRAY FOAM INSULATION ON

EXISTING EXTERIOR WALL (ABOVE CMU) W/ A SMOOTH

SURFACE (GRID SHADED AREA) - ALL SIDES OF THE

BUILDING ABOVE EXISTING CMU WALL

PROVIDE CLOSED CELL SPRAY FOAM INSULATION ON

EXISTING EXTERIOR WALL (ABOVE CMU) W/ A SMOOTH

SURFACE (GRID SHADED AREA) - ALL SIDES OF THE

BUILDING ABOVE EXISTING CMU WALL

PAINTED TO MATCH EXISTING WALL COLOR

PROVIDE CLOSED CELL SPRAY FOAM INSULATION ON

EXISTING EXTERIOR WALL (ABOVE CMU) W/ A SMOOTH

SURFACE (GRID SHADED AREA) - ALL SIDES OF THE

BUILDING ABOVE EXISTING CMU WALL

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:

NOTES

A4.1

DOUGLASS

GYMNASIUM -

RENOVATION

BUILDING SECTIONS

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1/8" = 1'-0"A4.1

BUILDING SECTION THRU CLASSROOM ADDITIONS - TYP. NORTH & SOUTH1

1/8" = 1'-0"A4.1

LONGITUDINAL BUILDING SECTION - TYP. EAST & WEST2

NEW METAL ROOF: BASIS OF DESIGN -

36" PRO-RIB CONTRACTOR TO MATCH

EXISTING METAL ROOF COLOR AND

PROFILE. PROVIDE NEW 60 MIL. PEEL

AND STICK WATER-PROOFING ON 5/8"

DENSGLASS GOLD EXTERIOR

SHEATHING, RIGID INSULATION (R-25

MIN.) AND METAL ROOF DECK

NEW CONC. SLAB ON 10 MIL.

VAPOR BARRIER - SEE STRUCTURAL

DWGS.

NEW CASEMENT WINDOW

NEW CMU WALL - PAINTED TO MATCH

EXISTING

CMU LINTEL PER STRUCTURAL DWGS.

M A

T C

H E

X

IS

T

P A

IN

T

G R

A Y

M A

T C

H E

X

IS

T

IN

G

P A

IN

T

W H

IT

E

M A

T C

H E

X

IS

T

IN

G

P A

IN

T

B E

IG

E

ROOF BAR JOIST PER STRUCTURAL

DWGS.

NEW CMU WALL - PAINTED

NEW BREAK METAL FASCIA - WRAP

EDGE OF ROOF MATERIAL OVER EDGE

PAINT GREEN TO MATCH

NEW BREAK METAL SOFFIT - WRAP

EDGE OF FASCIA OVER SOFFIT

NEW MARBLE WINDOW SILL

PAINT UNDERSIDE OF METAL DECK &

BAR JOISTS

GRADE

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

REINFORCE CELLS PER

STRUCTURAL DWGS.

NEW METAL ROOF: BASIS OF DESIGN - 36"

PRO-RIB CONTRACTOR TO MATCH EXISTING

METAL ROOF COLOR AND PROFILE.

PROVIDE NEW 60 MIL. PEEL AND STICK

WATER-PROOFING ON 5/8" DENSGLASS

GOLD EXTERIOR SHEATHING, RIGID

INSULATION (R-25 MIN.) AND METAL ROOF

DECK

CUT CMU PROTRUSIONS TO BE FLUSH WILL

WALL BETWEEN 9' - 4" AND 11' - 4" TO

ELIMINATE NEW ROOF INTERFERENCE

ROOF BAR JOIST PER STRUCTURAL

DWGS.

FLASHING & COUNTER FLASHING - PROVIDE

CLOSURE STRIPS AND SEALANT IN

ACCORDANCE W/ MFG. STANDARD DETAILS

EXISTING CONC. SLAB - FOOTING

AND THICKNESS MAY VARY

NEW CONC. SLAB ON 10 MIL

VAPOR BARRIER - SEE

STRUCTURAL DWGS.

NEW CMU WALL - PAINTED

EXISTING CMU WALL - PAINTED

PAINT UNDERSIDE OF METAL DECK &

BAR JOISTS

M A

T C

H E

X

IS

T

IN

G

P A

IN

T

G R

A Y

M A

T C

H E

X

IS

T

IN

G

P A

IN

T

W H

IT

E

M A

T C

H E

X

IS

T

IN

G

P A

IN

T

B E

IG

E

NEW METAL ROOF: BASIS OF DESIGN -

36" PRO-RIB CONTRACTOR TO MATCH

EXISTING METAL ROOF COLOR AND

PROFILE. PROVIDE NEW 60 MIL. PEEL

AND STICK WATER-PROOFING ON 5/8"

DENSGLASS GOLD EXTERIOR

SHEATHING, RIGID INSULATION (R-25

MIN.) AND METAL ROOF DECK

NEW CONC. SLAB ON 10 MIL.

VAPOR BARRIER - SEE STRUCTURAL

DWGS.

NEW CMU WALL - PAINTED

REINFORCE CMU WALL PER

STRUCTURAL DWGS.

NEW CMU WALL - PAINTED

NEW BREAK METAL FASCIA - WRAP

EDGE OF ROOF MATERIAL OVER EDGE

PAINT GREEN TO MATCH

NEW BREAK METAL SOFFIT - WRAP

EDGE OF FASCIA OVER SOFFIT

PAINT UNDERSIDE OF METAL DECK &

BAR JOISTS

PAINT GRAY TO MATCH EXISTING

CONDITIONS

M A

T C

H E

X

IS

T

IN

G

P A

IN

T

G R

A Y

M A

T C

H E

X

IS

T

IN

G

P A

IN

T

B E

IG

E

M A

T C

H E

X

IS

T

IN

G

P A

IN

T

W H

IT

E

GRADE

PROVIDE NEW P.T. WOOD BLOCKING

ALONG EACH EDGE AND ATTACH

CEMENTITIOUS SOFFIT - PROVIDE

SEALANT & PAINT TO MATCH

EXISTING EXTERIOR

EXISTING OVERHEAD TRACKS -

TO REMAIN, IF POSSIBLE

EXISTING EXTERIOR WALL

EXISTING HEADER

FILL CAVITY W/ CLOSED CELL

SPRAY FOAM INSULATION FIELD VERIFY

1' - 0"

PROVIDE NEW P.T. WOOD BLOCKING

ALONG EACH EDGE AND ATTACH

CEMENTITIOUS SOFFIT - PROVIDE

SEALANT & PAINT TO MATCH

EXISTING EXTERIOR

GROUT FILL OPENINGS -

PAINT TO MATCH EXTERIOR

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:

NOTES

A5.1

DOUGLASS

GYMNASIUM -

RENOVATION

WALL SECTIONS &

DETAILS

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1" = 1'-0"A5.1

WALL SECTION THRU CLASSROOM ADDITIONS2

1" = 1'-0"A5.1

WALL SECTION THRU CLASSROOM ADDITIONS3

1" = 1'-0"A5.1

PARTITION - P - 11

1" = 1'-0"A5.1

SOFFIT REPAIR4

1" = 1'-0"A5.1

GROUT INFILL5

EXISTING 8" CMU WALL - SEE

STRUCT. DWGS FOR REQ'D

REINFORCING

CONT. SEALANT

(TYP. BOTH SIDES)

H.M. FRAME - GROUT

FILLED

SAW CUT OPENING - NOTCH

HEAD AS REQ'D FOR NEW DOOR

FRAME & GROUT FILL

5 3/4"

CONT. SEALANT -

(TYP. BOTH SIDES)

H.M. FRAME - GROUT FILLED,

WITH MIN. 3 WALL ANCHORS

PER JAMB

5 3/4"

EXISTING 8" CMU WALL - SEE

STRUCT. DWGS FOR REQ'D

REINFORCING

SAW CUT OPENING - GROUT FILL

CMU CELLS

2"

SCHEDULE

SEE DOOR 2"

4" S

E E

D O

O R

S C

H E

D U

LE

HM1

HOLLOW METAL

DOOR FRAME TYPES

F - HM

FLUSH - HOLLOW METAL

DOOR TYPES

S E

E D

O O

R S

C H

E D

U

LE

SCHEDULE

SEE DOOR

CONT. SEALANT -

(TYP. BOTH SIDES)

EXISTING 8" CMU WALL

GROUT FILL EXISTING CMU CELL &

PROVIDE #5 REBAR @ 16" VERT.

W/ 6" EMBEDMENT

NEW 8" CMU INFILL

GROUT FILL NEW CMU CELL &

PROVIDE #5 REBAR @ 16" VERT.

W/ 6" EMBEDMENT

DOOR SCHEDULE

DOOR

NO. WIDTH HEIGHT THICKNESS

DOOR

TYPE

DOOR

FINISH

FRAME

TYPE

FRAME

FINISH

HDWR

SET

HEAD

DETAIL

JAMB

DETAIL REMARKS

101 3' - 0" 7' - 0" 0' - 1 3/4" F - HM PAINT HM1 PAINT OFFICE 1/A7.1 2/A7.1

102 3' - 0" 7' - 0" 0' - 1 3/4" F - HM PAINT HM1 PAINT OFFICE 1/A7.1 2/A7.1

1 1/2" = 1'-0"A7.1

CMU - HEAD1

1 1/2" = 1'-0"A7.1

CMU - JAMB2

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:

NOTES

A7.1

DOUGLASS

GYMNASIUM -

RENOVATION

DOOR SCHEDULE &

DOOR DETAILS

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1 1/2" = 1'-0"A7.1

CMU - INFILL - TYP.3

DOOR 101:

- F-HM: PROVIDE 36" x 80", FLUSH GALVANIZED STEEL, FACTORY APPLIED PRIMER

- HM1 - PROVIDE 2" GALVANIZED STEEL HOLLOW METAL FRAME, FACTORY APPLIED PRIMER

- HINGES: PROVIDE (3) BALL BEARING HINGES - 4.5" x 4.5" STAINLESS STEEL

- LEVER HARDWARE: PROVIDE SCHLAGE ND- SERIES (NE70PD RHO OR SIM.) CLASSROOM FUNCTION

- SILENCERS: PROVIDE SCHLAGE 200 SERIES SILENCER SET (3 PER DOOR)

- DOOR CLOSER: PROVIDE SCHLAGE 700 SERIES (LCN 4040XP AS ALTERNATE) - INTERIOR MOUNTING

- DOOR STOP: PROVIDE SCHLAGE 70 SERIES - WALL MOUNTED

- KICK PLATE: PROVIDE SCHLAGE 95 SERIES (10" HIGH, STAINLESS STEEL)

- THRESHOLD / SWEEP: PROVIDE SCHLAGE - AS NEEDED FOR ACOUSTICS & WEATHER

- DOOR & FRAME PAINT: AS SCHEDULED

DOOR 102:

- F-HM: PROVIDE 36" x 80", FLUSH GALVANIZED STEEL, FACTORY APPLIED PRIMER

- HM1 - PROVIDE 2" GALVANIZED STEEL HOLLOW METAL FRAME, FACTORY APPLIED PRIMER

- HINGES: PROVIDE (3) BALL BEARING HINGES - 4.5" x 4.5" STAINLESS STEEL

- LEVER HARDWARE: PROVIDE SCHLAGE ND- SERIES (NE70PD RHO OR SIM.) CLASSROOM FUNCTION

- SILENCERS: PROVIDE SCHLAGE 200 SERIES SILENCER SET (3 PER DOOR)

- DOOR CLOSER: PROVIDE SCHLAGE 700 SERIES (LCN 4040XP AS ALTERNATE) - INTERIOR MOUNTING

- DOOR STOP: PROVIDE SCHLAGE 70 SERIES - WALL MOUNTED

- KICK PLATE: PROVIDE SCHLAGE 95 SERIES (10" HIGH, STAINLESS STEEL)

- THRESHOLD / SWEEP: PROVIDE SCHLAGE - AS NEEDED FOR ACOUSTICS & WEATHER

- DOOR & FRAME PAINT: AS SCHEDULED

A3.1

A3.1 3

A3.1

A4.1

EXISTING METAL ROOF -

TO REMAIN

EXISTING METAL ROOF -

TO REMAIN

EXISTING METAL ROOF -

TO REMAIN

EXISTING METAL ROOF -

TO REMAIN

EXISTING BARREL ROOF -

TO REMAIN

A4.1

A3.21A3.2 2

CUT CMU PROTRUSIONS TO

BE FLUSH WILL WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

CUT CMU PROTRUSIONS TO

BE FLUSH WILL WALL BETWEEN

9' - 4" AND 11' - 4" TO ELIMINATE

NEW ROOF INTERFERENCE

A5.1

NEW METAL ROOF: BASIS OF DESIGN -

36" PRO-RIB CONTRACTOR TO MATCH

EXISTING METAL ROOF COLOR AND

PROFILE. PROVIDE NEW 60 MIL. PEEL

AND STICK WATER-PROOFING ON 5/8"

DENSGLASS GOLD EXTERIOR

SHEATHING, RIGID INSULATION (R-25

MIN.) AND METAL ROOF DECK -

NEW CLASSROOM ADDITIONS ONLY

NEW METAL ROOF: BASIS OF DESIGN -

36" PRO-RIB CONTRACTOR TO MATCH

EXISTING METAL ROOF COLOR AND

PROFILE. PROVIDE NEW 60 MIL. PEEL

AND STICK WATER-PROOFING ON 5/8"

DENSGLASS GOLD EXTERIOR

SHEATHING, RIGID INSULATION (R-25

MIN.) AND METAL ROOF DECK -

NEW CLASSROOM ADDITIONS ONLY

EXISTING METAL ROOF -

TO REMAIN

EXISTING METAL ROOF -

TO REMAIN

SIDEWALK

SIDEWALK

RAMP

RAMP

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:

NOTES

A9.1

DOUGLASS

GYMNASIUM -

RENOVATION

ROOF PLAN

100 % CONTACT

DOCUMENTS

18 JULY 2025

20030 jh2

DS

1/8" = 1'-0"A9.1

ROOF PLAN1

ABBREVIATIONS &

SYMBOLS

AC AIR CONDITIONER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFR ABOVE FINISHED ROOF

AFD ADJUSTABLE FREQ. DRIVE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

BHP BRAKE HORSE POWER

CD CONDENSATE

CFM CUBIC FEET PER MINUTE

CU CONDENSING UNIT

DDC DIRECT DIGITAL CONTROLS

DN DOWN

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EWT ENTERING WATER TEMPERATURE

ESP EXTERNAL STATIC PRESSURE

FLA FULL LOAD AMPS

FPM FEET PER MINUTE

FPS FEET PER SECOND

GFI GROUND FAULT CIRCUIT

INTERRUPTER

GPM GALLONS PER MINUTE

kW KILLOWATT

LAT LEAVING AIR TEMPERATURE

LWT LEAVING WATER TEMPERATURE

MBH THOUSANDS OF BTU'S PER HOUR

MCA MINIMUM CIRCUIT AMPS

MOCP MAXIMUM OVER CURRENT

PROTECTION

NC NORMALLY CLOSED

NO NORMALLY OPEN

NTS NOT TO SCALE

OA OUTDOOR AIR

PSI POUNDS PER SQUARE INCH

PISG PSI GAUGE

PVC POLYVINYL CHLORIDE

RA RETURN AIR

RG RETURN GRILLE

RTU ROOF TOP UNIT

SA SUPPLY AIR

SG SUPPLY GRILLE

TSP TOTAL STATIC PRESSURE

UNO UNLESS NOTED OTHERWISE

WP WEATHER PROOF

ΔP CHANGE IN PRESSURE

ΔT CHANGE IN TEMPERATURE

SIM SIMILAR

"CONNECT

TO" SYMBOL

"DEMOLISH

TO" SYMBOL

DEMOLISH

EXISTING

EQUIPMENT

DIFFUSER

TAG, NEW

DIFFUSER

TAG,

EXISTING

A-100

TAG

SIZE, IF

SHOWN

12x12

CFM

- 100

TAG CFM

DESIGN CRITERIA

BUILDING TYPE GROUP A4, ASSEMBLY

CLIMATE ZONE 2A, SUWANNEE COUNTY, FLORIDA

OUTDOOR DESIGN

CONDITIONS (SUMMER) 96°F DB, 78°F WB

OUTDOOR DESIGN

CONDITIONS (WINTER) 25°F DB

INTERIOR DESIGN

TEMPERATURES

72°F HEATING, 75°F COOLING

ENERGY COMPLIANCE

METHOD TOTAL BUILDING PERFORMANCE.

COMMISSIONING

COMMISSIONING NOT REQUIRED FOR THIS PROJECT PER EXCEPTION 408 OF

THE FLORIDA BUILDING CODE, ENERGY.

SCOPE OF WORK

THE BASIC HVAC SCOPE OF THIS PROJECT IS TO REMOVE THE EXISTING

PASSIVE EXHAUST SYSTEM AND REPLACE WITH A DUCTED, AIR CONDITIONING

SYSTEM COMPRISED OF (2) PACKAGED AIR CONDITIONING HEAT PUMP UNITS

TO SERVE THE GYMNASIUM AND (2) DUCTLESS SPLIT SYSTEMS TO SERVE THE

PROPOSED CLASSROOM ADDITIONS. REFER TO ARCHITECTURAL DRAWINGS

FOR ENVELOPE UPGRADES.

DUCT SYMBOLS

SUPPLY AIR

DUCTWORK DOWN

SUPPLY AIR

DUCTWORK UP

OUTSIDE AIR

DUCTWORK DOWN

OUTSIDE AIR

DUCTWORK UP

FLEXIBLE CANVAS

CONNECTION

RETURN AIR

DUCTWORK UP

RETURN AIR

DUCTWORK DOWN

EXHAUST AIR

DUCTWORK UP

EXHAUST AIR

DUCTWORK DOWN

FIRE DAMPER

EX. - EXISTING

MECHANICAL

EQUIPMENT WITH

MAINTENANCE

CLEARANCE

MANUAL BALANCE

DAMPER

MOTORIZED DAMPER,

REFER TO

SPECIFICATIONS FOR

VOLTAGE

REQUIREMENTS

FLEXIBLE DUCTWORK

SUPPLY AIR

DIFFUSER

RETURN AIR GRILLE

EXHAUST AIR GRILLE

DEMOLISH EXISTING

DUCTWORK

X"xY"

X"xY"

X"xY"

X"xY"

X"xY"

X"xY"

X"xY"

X"xY"

EX.

MECH. EQUIPMENT

MAINTENANCE

CLEARANCE

M

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 AND RESOLVE ISSUES WITHOUT WRITTEN

DIRECTION FROM THE ENGINEER OF RECORD.

5 ANY CONFLICTS IN THE FIELD OR WITHIN THESE DOCUMENTS SHALL BE RECORDED AND

PROVIDED TO THE ENGINEER OF RECORD ON THE CONTRACTOR'S STANDARD

LETTERHEAD. WRITTEN DIRECTION RESOLVING CONFLICT WILL BE ISSUED BY THE

ENGINEER OF RECORD.

6 WHERE THE CONTRACTOR DEVIATES FROM THIS SET OF CONSTRUCTION DOCUMENTS AND

RESUBMISSION OF REVISED DRAWINGS IS REQUIRED BY THE PERMITTING OFFICE/OFFICIAL,

A MINIMUM CHARGE OF $750.00 PER AFFECTED DRAWING SHEET WILL BE BILLED TO THE

CONTRACTOR. THE REVISED DRAWINGS WILL NOT BE PROVIDED AND/OR SUBMITTED TO

THE PERMIT OFFICE UNTIL A PURCHASE ORDER OR SIGNED AGREEMENT IS ISSUED BY THE

CONTRACTOR TO THE DESIGN PROFESSIONAL FOR WORK REQUIRED. THIS SHALL NOT

APPLY TO UNFORESEEN CONDITIONS OR CHANGES REQUIRED FOR THE PROJECT THAT

ARE NOT INITIATED BY THE CONTRACTOR.

7 DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL COORDINATE WITH

OTHER TRADES AND EXISTING EQUIPMENT (WHERE APPLICABLE) TO ENSURE EQUIPMENT

FURNISHED WILL WORK FOR SPACES PROVIDED. FINAL DIMENSIONS OF DUCTWORK AND

PIPING SHALL BE COORDINATED IN FIELD. THE CONTRACTOR ASSUMES ALL

RESPONSIBILITY FOR PROVIDING OFFSETS AND TRANSITIONS IN DUCTWORK AND PIPING

TO FIT IN SPACES PROVIDED AND THESE ADDITIONAL OFFSETS AND TRANSITIONS SHALL BE

PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

8 DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF

SMACNA GUIDELINES AT TIME OF PROJECT PERMIT.

9 THERMOSTATS, HUMIDISTATS, TEMPERATURE SENSORS, HUMIDITY SENSORS, AND/OR

OTHER DEVICES REQUIRING OCCUPANT ADJUSTMENT BUT LOCATED ON WALL SHALL BE

MOUNTED 48" AFF, UNLESS NOTED OTHERWISE.

10 WHERE APPLICABLE AND AVAILABLE, ACTUAL EQUIPMENT DRAWINGS ARE USED FOR

SYMBOLS ON PLAN VIEWS AND IN DETAILS. HOWEVER, SIMPLE BLOCK DIAGRAMS WITH

ESTIMATED DIMENSIONS ARE ALSO USED FOR PLAN VIEWS. WHERE EQUIPMENT OR

DEVICES ARE NOT LABELED, INDUSTRY STANDARD TERMINOLOGY AND SYMBOLOGY SHALL

APPLY.

11 THESE GENERAL NOTES WORK IN CONJUNCTION WITH NOTES SHOWN ON PLAN VIEWS.

THESE NOTES DO NOT SUPERCEDE NOTES SHOWN ON PLAN VIEW DRAWINGS.

CONVERSELY, NOTES SHOWN ON PLAN VIEW DRAWINGS DO NOT SUPERCEDE THESE

GENERAL NOTES.

12 REFER TO EQUIPMENT SCHEDULES FOR AIR AND WATER PRESSURE DROPS ASSOCIATED

WITH COOLING AND HEATING COILS.

13 PROVIDE ACCESS PANELS IN DUCTWORK AND/OR BUILDING CONSTRUCTION WHERE

REQUIRED FOR EQUIPMENT ACCESS AND SERVICE. PANELS SHALL BE SIZED TO SUIT

EQUIPMENT SERVICED. WHERE PANELS WILL BE LOCATED IN FIRE RATED WALLS AND/OR

PARTITIONS, THE ACCESS PANEL SHALL MEET THE RATING OF THE WALL. REFER TO

ARCHITECTURAL DRAWINGS FOR RATINGS OF WALLS AND PARTITIONS.

14 UNLESS NOTED OTHERWISE, DUCTWORK, PIPING, VALVES, DAMPERS, AND ALL ASSOCIATED

ANCILLARY HVAC DEVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH MECHANICAL

SPECIFICATIONS. ALL EQUIPMENT INSTALLED AS PART OF THIS PROJECT SHALL BE NEW,

UNLESS NOTED OTHERWISE, NO EXCEPTIONS.

15 PAINT DUCTWORK AND DAMPERS VISIBLE THRU REGISTERS FLAT BLACK PRIOR TO OWNER

OCCUPANCY.

16 HVAC EQUIPMENT PROVIDED FROM THIRD PARTY MANUFACTURER SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.

WHERE CONFLICTS BETWEEN CONTRACT DOCUMENTS AND MANUFACTURER'S

INSTRUCTION ARISE, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL PREVAIL.

17 THE CONTRACTOR SHALL MAKE HIS OR HERSELF AWARE OF THE OWNER'S SCHEDULE AND

BE PREPARED TO WORK AT NIGHT OR ON WEEKENDS TO COMPLETE WORK SHOWN IN

THESE DOCUMENTS. INTERRUPTIONS TO OWNER'S NORMAL WORK SCHEDULE SHALL NOT

BE MADE WITHOUT WRITTEN INSTRUCTION TO DO SO FROM OWNER'S REPRESENTATIVE.

18 FOR EQUIPMENT DEMOLISHED UNDER THIS CONTRACT, THE CONTRACTOR SHALL ALLOW

THE OWNER FIRST REFUSAL OF DEMOLISHED EQUIPMENT. IF EQUIPMENT IS REFUSED, THE

CONTRACTOR SHALL DISPOSE OF DEMOLISHED EQUIPMENT IN ACCORDANCE WITH THE

AUTHORITY HAVING JURISDICTION. IN ADDITION, FOR EQUIPMENT INDICATED TO BE

DEMOLISHED, THE CONTRACTOR SHALL ASSUME THAT THIS ALSO REQUIRES DEMOLITION

OF ALL ASSOCIATED APPURTENANCES INCLUDING ELECTRICAL CONNECTIONS, CONTROLS

CONNECTIONS, ETC.

## THE CONTROLS VENDOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL CONTROL

WIRING AND CONDUIT ASSOCIATED WITH THIS PROJECT, REGARDLESS OF VOLTAGE.

WHERE CONTROL VOLTAGE IS 110V AND ABOVE, THE CONTROLS VENDOR SHALL PROCURE

THE SERVICES OF A FLORIDA LICENSED ELECTRICAL CONTRACTOR TO PROVIDE AND

INSTALL WIRING AND CONDUITS IN ACCORDANCE WITH NEC AND THE LOCAL AUTHORITY

HAVING JURISDICTION.

1 WHERE THERE ARE CONFLICTS BETWEEN LIGHT SWITCHES AND THERMOSTAT/HUMIDISTAT

LOCATIONS, THE LIGHT SWITCHES SHALL PREVAIL. MOUNT THERMOSTAT/HUMIDISTATS

ADJACENT TO LIGHT SWITCHES.

2 AS REQUIRED BY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE

TRANSITIONS AND EQUIVALENT SQUARE DUCT SIZES NEEDED TO FIT THRU JOISTS AND/OR

WALL 2x4 SPACING WHERE ROUND IS SHOWN ON PLANS. THE CONTRACTOR SHALL

PROVIDE THESE TRANSITIONS AND SQUARE DUCTS AT NO ADDITIONAL COST TO THE

OWNER. COORDINATE WITH THE GC IN FIELD FOR JOIST AND WALL 2x4 REQUIREMENTS.

3 WHERE REQUIRED BY BUILDING CONSTRUCTION AND HEIGHT TO EQUIPMENT SERVED, THE

CONTRACTOR SHALL PROVIDE HOISTING MECHANISMS AS WELL AS SCAFFOLDING WHERE

REQUIRED TO INSTALL EQUIPMENT SHOWN WITHIN THESE CONTRACT DOCUMENTS.

EQUIPMENT USED FOR THE INSTALLATION OF EQUIPMENT SHALL MEET ALL OSHA

REQUIREMENTS.

4 PROVIDE MANUAL BALANCE DAMPERS FOR SUPPLY, RETURN, AND EXHAUST TAKE-OFFS

TO REGISTERS WHETHER INDICATED OR NOT. WHERE DAMPERS WILL BE LOCATED ABOVE

INACCESSIBLE CEILINGS, PROVIDE OPPOSED BLADE MANUAL BALANCE DAMPERS FROM

REGISTER MANUFACTURER.

CODE REFERENCES

FBC, BUILDING FLORIDA BUILDING CODE, BUILDING, 2023 EIGHTH EDITION

FBC, EXISTING

BUILDING

FLORIDA BUILDING CODE, EXISTING BUILDING, 2023 EIGHTH EDITION

FBC, MECHANICAL FLORIDA BUILDING CODE, MECHANICAL, 2023 EIGHTH EDITION

FBC, FUEL GAS FLORIDA BUILDING CODE, FUEL GAS, 2023 EIGHTH EDITION

FBC, EXISTING

BUILDING

FLORIDA BUILDING CODE, 2023 EIGHTH EDITION

FBC, ENERGY FLORIDA BUILDING CODE, 2023 EIGHTH EDITION

FFPC FLORIDA FIRE PREVENTION CODE, 2023 EIGHTH EDITION

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

NFPA 51B STANDARD FOR FIRE PREVENTION DURING WELDING, CUTTING, AND OTHER

HOT WORK, 2019 EDITION

NFPA 54 NATIONAL FUEL GAS CODE, 2021 EDITION

NFPA 70 NATIONAL ELECTRIC CODE, 2020 EDITION

NFPA 90A STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING

SYSTEMS, 2021 EDITION

NFPA 101 LIFE SAFETY CODE, 2021 EDITION

NFPA 101A GUIDE ON ALTERNATIVE APPROACHES TO LIFE SAFETY, 2019 EDITION

PACKAGED AIR CONDITIONING UNIT SCHEDULE

EQUIPMENT NO. MODEL NO. NOMINAL

TONNAGE

REFRIGERANT

TYPE

HEAT PUMP

(YES/NO)

CFM

(TOTAL

SUPPLY)

CFM

(OUTDOOR

AIR)

TOTAL/SENSIBLE

COOLING (MBH)

ENTERING/LEAVING AIR

TEMPERATURES

(DB°F/WB°F)

HEAT PUMP

HEATING

(MBH)**

GAS HEATING

(INPUT/OUTPUT

MBH)

HOT GAS

REHEAT

(MBH)

EFF. (EER) IPLV (EER)

INDOOR

FAN MOTOR

(HP)

NO. OF

COMPRESSORS

COMP. #1

RLA/LRA

COMP#2

RLA/LRA

NO. OF

CONDENSER

FANS

COND. FAN

HP/FLA MCA MOCP VOLTS/PHASE

AC-1 WHK240 20 R-454B YES 6000 2125 234.9/164.9 80.1°F/66.5°F - 54°F/53°F 140.9 NA 44.0 -- -- 3 2 44.5/270 25.9/178.5 2 1/4.3 108 150 208/230/3Ø

AC-2 DHK240 20 R-454B YES 6000 2125 234.9/164.9 80.1°F/66.5°F - 54°F/53°F 140.9 320.0/259.2 44.0 -- -- 3 2 44.5/270 25.9/178.5 2 1/4.3 118 150 208/230/3Ø

NOTES:

1. BASIS OF DESIGN: EQUIPMENT SHALL BE EQUAL TO TRANE, HIGH EFFICIENCY PACKAGED UNIT.

2. PROVIDE AC-2 WITH DUAL FUEL (HEAT PUMP AND GAS) HEATING. PROVIDE AC-2 WITH MEDIUM GAS HEATING AND STAINLESS STEEL HEAT EXCHANGER.

3. PROVIDE UNITS WITH HAIL GUARDS AND OUTDOOR AIR RAIN HOOD FROM MANUFACTURER.

4. PROVIDE UNITS WITH THE FOLLOWING FACTORY OPTIONS: STAINLESS STEEL CONDENSATE DRAIN PAN, HORIZONTAL DISCHARGE, MOTORIZED OUTDOOR DAMPER, SINGLE ZONE STANDARD SIZE MOTOR, HINGED ACCESS AND FILTER ACCESS, AND HUMIDITY CONTROL.

5. UNITS SHALL BE SINGLE POINT CONNECTION, REFER TO ELECTRICAL DRAWINGS FOR FURTHER INFORMATION.

6. PROVIDE UNITS WITH SUPPLY SIDE SMOKE DETECTORS. SMOKE DETECTOR SHALL SHUT UNIT DOWN UPON DETECTION OF PRODUCTS OF COMBUSTION.

**HEATING RATING INDICATED IS FOR AND OUTDOOR AIR TEMPERATURE OF 22°F AND AN INDOOR AIR TEMPERATURE OF 70°F.

DIFFUSER SCHEDULE

PLAN

MARK CFM NECK

SIZE DESCRIPTION

A

REFER TO PLAN

VIEWS FOR CFM

AND SIZES

ALL ALUMINUM

CONSTRUCTION SUPPLY AIR ,

WITH DIFFUSER WITH DOUBLE

DEFLECTION BLADES, 3/4"

SPACING. PROVIDE WITH

SURFACE MOUNTED BORDER

WHERE LOCATED IN GYPSUM

CEILINGS OR ON WALLS.

GRILLE SHALL BE EQUAL TO

PRICE MODEL 22.

B

REFER TO PLAN

VIEWS FOR CFM

AND SIZES

PRICE…