2026-10-21_Hangar_#1_&_2_-_Roof_Replacement_Bid_Set.pdf

A

B C

D

PROJECT

LOCATION

GENERAL

G-001 SYMBOLS & DETAILS

G-002 SITE USE PLAN

G-003 BID PLAN

CIVIL

C-100 CONSTRUCTION SAFETY & PHASING PLAN

ARCHITECTURAL

AD-100 OVERALL DEMOLITION ROOF PLAN

A-100 OVERALL ROOF PLAN

A-300 OVERALL BUILDING SECTION & DETAILS

STRUCTURAL

S-001 GENERAL NOTES AND DESIGN CRITERIA

VICINITY MAP:

DRAWING INDEX:

CLIENT:

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

ARCHITECTURAL & STRUCTURAL:

LOCATION MAP:

HANGAR #1 & 2 - ROOF REPLACEMENT

102 SE ACADEMIC AVENUE

LAKE CITY, FL 32025

OCTOBER 21, 2026

CONTRACT DOCUMENTS FOR:

CITY OF LAKE CITY

205 N. MARION AVENUE

LAKE CITY, FL 32055

BID SET

20070044.A037

PROJECT

LOCATION

N

EARTH/COMPACT FILL

ROCK

BRICK (PLAN/SECTION)

METALS (SECTION)

PLYWOOD

BATT/LOOSE INSUL.

GLASS (ELEVATION)

POROUS FILL/GRAVEL

(PLANS/SECTIONS)

CONCRETE

BRICK (ELEVATION)

WOOD, FINISHED

GLASS BLOCK

CERAMIC TILE (ELEV)

(AROUND MEMBER)

SPRAY FIREPROOF

PLASTER(SECT.)

SAND/MORTAR

CONCRETE BLK.

(SECTION)

WOOD BLOCKING

RIGID INSUL.

EIFS (ELEV.)

PLASTER/PLAS BD.

ARCHITECTURAL ROOF

SHINGLES

XXX

XXX

XXX

A

102A

X#.#

COLUMN NO. (NEW)

FIRST FLR.

0.00'

WORK POINT

ELEV/FIN. FLOOR, ROOF)

CENTER LINE

WINDOW/FRAME TYPE

DOOR NUMBER

REVISION

WALL TYPE

ROOM

NAME/NUMBER

INDICATOR

1 COLUMN NO. (EXISTING)

# HR FIRE RATING

X#.# WALL TYPE ONLY

N

8 A600

INTERIOR ELEVATION INDICATOR

ELEV. NUMBER

SHEET LOCATED

INDICATED # OF VIEW

A300

NO. OF SECTION

SHEET LOCATED ON

WALL SECTION INDICATOR

19'

A600

NORTH ARROW

NO. OF SECTION

PLAN DETAILS

SHEET LOCATED ON

NEW DOOR

EXISTING DOOR

DOOR REMOVED

REVISION

PLACE W/ DATE IN REVISED

PORTION OF SHT.

PLAN DETAIL INDICATOR

GRAPHIC SYMBOLS

ABBREVIATIONS

MATERIALS SYMBOLS

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

CLIENT:

STAMP:

PROJECT MANAGER

PROJECT ARCHITECT

DESIGNER

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

UNAUTHORIZED USE OF THESE DRAWINGS IS A VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA

STATUTE 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED. ©

G-001

SYMBOLS & DETAILS

20070044.A037

OCTOBER 21, 2026

CITY OF LAKE CITY

JUSTIN VOLLENWEIDER, AIA

JUSTIN VOLLENWEIDER, AIA

NATALIE BERGERON, ASSOC. AIA

205 N. MARION AVENUE

LAKE CITY, FL 32055

HANGAR #1 & 2 -

ROOF REPLACEMENT

102 SE ACADEMIC AVENUE

TOWN/CITY: LAKE CITY

COUNTY: COLUMBIA STATE: FLORIDA

BID SET

# NUMBER

& AND

@ AT

± PLUS OR MINUS

≈ ALMOST EQUALT TO

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACT ACOUSTICAL TILE

AD ACCESS DOOR

ADD. ADDENDUM

ADJ. ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ATTN ATTENUATION

AUTO AUTOMATIC

BC BRICK COURSE

BD BOARD

BEJ BRICK EXPANS, JOINT

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BRK BRICK

BSMT BASEMENT

BUR BUILT-UP ROOFING

CAB CABINET

CG CORNER GUARD

CH CABINET HEATER

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLL CONTACT LIMIT LINE

THE ARCHITECT CERTIFIES TO THE BEST OF THEIR KNOWLEDGE AND BELIEF, THE PLANS AND SPECIFICATIONS ARE IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS OF THE "FLORIDA BUILDING CODE".

BUILDING NOTES DURING CONSTRUCTION:

CONTRACTOR SHALL FOLLOW THE FLORIDA BUILDING CODE. THEY SHALL COMPLY WITH CHAPTER 33 "SAFEGUARDS DURING CONSTRUCTION" OF FLORIDA BUILDING CODE. THIS SECTION COVERS SAFETY DURING CONSTRUCTION AND THE PROTECTION OF ADJACENT PUBLIC AND PRIVATE PROPERTIES. THE ARCHITECT IS NOT RESPONSIBLE FOR ENFORCING THIS ON THE CONTRACTOR.

ARCHITECT'S CERTIFICATION

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CNTOR CONTRACTOR

CNTR COUNTER

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOS

CPT CARPET

CRS COURSE

CS COUNTER SINK

CSW CASEWORK

CT CERAMIC TILE

CTR CENTER

CW COLD WATER

DBL DOUBLE

DEMO DEMOLISH

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DO DITTO

DR DOOR

DS DOWNSPOUT

DWG DRAWING

EA EACH

EATD EXIT ACCESS TRAVEL DISTANCE

EERO EMERGENCY ESCAPE & RESCUE

OPENING

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMERG EMERGENCY

ENCL ENCLOSURE

EO EQUIPMENT BY OWNER

EPDM ETHYLENE PROPYLEYNE DIENE

M-CLASS (ROOFING)

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXF EXHAUST FAN

EXIST EXISTING

EXP EXPANSION

EXPD EXPOSED

EXT EXTERIOR

EXTN EXTENSION

FA FIRE ALARM

FACT FACTORY

FBC FURNISHED BY CONTRACTOR

FBO FURNISHED BY OWNER

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FF FINISHED FACE OR FINISHED

FLOOR

FIN FINISHED

FIXT FIXTURE

FL FLUSH

FLR FLOOR

FO FRAME OPENING

FP FIRE PROOFING

FR FIRE RESISTANT

FT FOOT

FTG FOOTING

FUR FURRING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM WALL OR CEILING

BOARD

HDCP HANDICAP

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATION AIR

CONDITIONING

HVI HEARING & VISUALLY IMPAIRED

IBC INTERNATIONAL BUILDING CODE

OR INSTALLED BY CONTRACTOR

ID INSIDE DIAMETER

ILO IN LIEU OF

INS. GL INSULATED GLAZING

INSUL INSULATION

INT INTERIOR

INV INVERT

IRGWB IMPACT RESISTANT GYPSUM

WALL BOARD

JAN JANITOR

JT JOINT

LAM LAMINATED

LAV LAVATORY

LEN LENGTH

LF LINEAR FEET

LGT LIGHT

LH LEFT HAND

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LP LOW POINT

LTWT LIGHT WEIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MHP MOP HOPPER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MRGWB MOISTURE RESISTANT GYPSUM

WALL BOARD

MTL METAL

MTP METAL TOILET PARTITION

NAT NATURAL

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FEET

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLF POUNDS PER LINEAR FEET

PLGL PLATE GLASS

PLUMB PLUMBING

PLYWD PLYWOOD

PN PANEL

PNT PAINTED

POL POLISHED

PPGL POLISHED PLATE GLASS

PR PRIMED

PREF PREFINISHED

PREFAB PREFABRICATED

PROJ PROJECTION

PSF POUNDS PER SQUARE FEET

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RECPT RECEPTACLE (ELECTRIC)

REF REFERENCE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION, REVISED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RW RIGHT OF WAY

SD SMOKE DETECTOR, STORM

DRAIN

SECT SECTION

SHT SHEET

SIM SIMILAR

SP STAND PIPE

SPEC SPECIFIED, SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION

COEFFICIEN

STD STANDARD

STL STEEL

STORM STORM SEWER

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

T&G TONGUE AND GROOVE

TB TACKBOARD

TEL, TELE TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TEMPGL TEMPERED GLASS

TEX TEXTURE

THK THICKNESS

TME TO MATCH EXISTING

TOIL TOILET

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UR URINAL

VCT VINYL COMPOSITION TILE

VENT VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VISION PANEL

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WGL WIRE GLASS

WGT WEIGHT

WR WATER REPELLANT

WS WEATHER STRIP

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

YD YARD

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

THE PLANS ARE BASED UPON INFORMATION FURNISHED TO THE ARCHITECT BY THE OWNER, CONSISTING OF DRAWINGS PREPARED BY OTHERS, THESE PLANS HAVE BEEN MODIFIED TO REFLECT ACTUAL CONDITIONS BASED ON LIMITED FIELD OBSERVATIONS. TO THE BEST OF THE ARCHITECT'S KNOWLEDGE AND BELIEF, THE INFORMATION ON THESE DRAWINGS IS BELIEVED TO BE ACCURATE. THE ARCHITECT DOES

NOT GUARANTEE ITS ACCURACY.

WHERE SURFACES ARE TO BE REPLACED, SURFACES THAT ARE TO REMAIN SHALL BE REPAIRED AND PATCHED. THE CONTRACTOR SHALL PREPARE EXISTING CONDITIONS TO RECEIVE NEW WORK AND MATCH EXISTING ADJACENT SURFACES.

ANY DISRUPTION IN THE CONTINUITY OF EXISTING UTILITY LINES WITHIN THE FACILITIES SITE SHALL BE COORDINATED WITH OWNER. REFER

TO SPECIFICATION SECTION 01 10 00 - SUMMARY.

GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF

APPLICABLE LAWS, CODES, REGULATIONS, SAFETY STANDARDS.

THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE SAME, REGARDLESS OF WHETHER OR NOT EACH AND EVERY NECESSARY WORK OR ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWING AND/OR NOTES.

CONTRACTOR SHALL COORDINATE STAGING AREAS WITH OWNER.

THE CONTRACTOR SHALL MAINTAIN A SAFE ENVIRONMENT DURING ALL PHASES OF CONSTRUCTION.

THE CONTRACTOR SHALL CLEAR THE PROJECT SITE OF ALL TRASH, RUBBISH AND DEBRIS DAILY. DISPOSE OF ALL WASTE MATERIAL IN A LEGAL MANNER. CONTRACTOR SHALL SUPPLY HIS OWN DUMPSTER AT LOCATION AS DIRECTED BY OWNER.

THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF OTHER SYSTEMS INSIDE THE SCOPE OF WORK DURING CONSTRUCTION.

DUE TO THE NATURE OF WORK INVOLVED IN REMODELING, UNFORESEEABLE CONDITIONS MAY ARISE DURING CONSTRUCTION. ANY UNFORESEEN CONDITION THAT AFFECTS THE PROGRESS OF THE WORK SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR REVIEW.

ANY EXISTING EQUIPMENT OR BUILDING COMPONENTS NOT TO BE REUSED MUST BE COMPLETELY REMOVED AND DISPOSED OF

PROPERLY.

NO ANIMALS ALLOWED ON THE JOB SITE.

1.

2.

3.

4.

5.

6.

7.

8.

9.

CONTRACTOR SHALL PROVIDE THEIR OWN DUMPSTER FOR TRASH REMOVAL FROM ALL TRADES AND ALL WORK RELATING TO THIS PROJECT. THE CONTRACTOR SHALL NOT BE ALLOWED TO USE EXISTING DUMPSTER ON SITE. DEMOLITION DEBRIS SHALL BE DISPOSED STRICTLY IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL AUTHORITIES REQUIREMENTS.

DO NOT SAW CUT INTO OR REMOVE STRUCTURAL WALLS, COLUMNS AND BEAMS. EXPOSE ALL STRUCTURAL LOAD BEARING

CONDITIONS FOR ARCHITECT'S OBSERVATION.

IF DURING DEMOLITION, THE EXISTING STRUCTURE IS FOUND TO CONTAIN ASBESTOS OR LEAD, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF LOCAL STATUTES AND TO NOTIFY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION OF THEIR INTENTIONS TO REMOVE ASBESTOS AND/OR LEAD, WHEN APPLICABLE, AND IN ACCORDANCE WITH STATE AND

FEDERAL LAW.

CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND/OR PERMITS BEFORE COMMENCING WORK FROM PROPER

AUTHORITIES HAVING JURISDICTION.

THE DEMOLITION PLANS ARE GENERAL IN NATURE AND DO NOT ATTEMPT TO INDICATE SMALLER INDIVIDUAL ITEMS WHICH MAY ALSO NEED TO BE REMOVED. THEREFORE, THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE WHETHER SUCH NON-SPECIFIED ITEMS EXIST AND ARE TO BE REMOVED TO ACHIEVE THE OVERALL INTENT. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS INCLUDING STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, AND REPORT ANY DISCREPANCIES TO

THE ARCHITECT.

DURING DEMOLITION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE STABILITY OF THE STRUCTURE UNTIL THE OPERATION IS COMPLETE. ANY OBSERVATION BY THE ARCHITECT DOES NOT RELIEVE THE CONTRACTOR FROM THEIR

RESPONSIBILITY TO PROVIDE FOR SAFETY AND PROTECTION OF PERSONS AND PROPERTY.

PROTECT ALL EXISTING AREAS AND/OR ITEMS NOT INCLUDED FOR DEMOLITION FROM DUST AND DAMAGE, BY USE OF WATER MISTING, TEMPORARY ENCLOSURES OR OTHER SUITABLE METHODS. ANY DAMAGE OCCURRING DURING DEMOLITION SHALL BE FIXED OR REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT, TO MATCH EXISTING AT NO

ADDITIONAL COST TO THE OWNER.

CONTRACTOR IS ADVISED THAT THERE MAY BE CONCEALED PIPELINES, ELECTRICAL, TELEPHONE, CABLE WIRES, COLUMNS, BEAMS OR OTHER STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING ITEMS, ETC. ALTHOUGH THE DOCUMENTS PRODUCED BY THE ARCHITECT AND ENGINEERS ARE BELIEVED TO BE SUBSTANTIALLY CORRECT. THE ARCHITECT, ENGINEERS AND OWNER DO NOT GUARANTEE THE LOCATION OR EXISTENCE OR CONDITION OF ANY CONCEALED ITEMS. CONTRACTOR MUST PROCEED WITH CAUTION DURING DEMOLITION AND MUST MAKE THEIR OWN DETERMINATION, MEASUREMENTS AND EVALUATION OF THE WORKING CONDITION OF EXISTING CONCEALED ITEMS. ANY ENVIRONMENTALLY SENSITIVE MATERIAL, ENCOUNTERED DURING DEMOLITION SHALL BE REPORTED IN WRITING TO OWNER AND DISPOSED OF IN ACCORDANCE WITH

STATE AND FEDERAL REGULATIONS.

PRIOR TO DEMOLITION THE CONTRACTOR SHALL WALK THE SITE AND PROVIDE A WRITTEN LIST, PHOTOGRAPHS AND/OR VIDEOTAPES OF ANY DAMAGE TO EXISTING FINISHES, MISSING EQUIPMENT, NON-OPERABLE EQUIPMENT, ANY WATER DAMAGE, ETC.

GENERAL DEMOLITION NOTES:

A.

B.

C.

D.

E.

F.

A.

B.

C.

D.

E.

F.

G.

H.

FIRE PROTECTION DURING CONSTRUCTION:

FIRE PROTECTION DURING CONSTRUCTION - INTERNATIONAL FIRE CODE LATEST EDITION:

STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION OPERATIONS, INCLUDING THOSE IN UNDERGROUND LOCATIONS, SHALL COMPLY WITH NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION

OPERATIONS, AND CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE.

THE SUITABILITY, DISRUPTION, AND MAINTENANCE OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH NFPA 10 AND SECTION 3315.

[241:4.10.1] AT LEAST ONE APPROVED FIRE EXTINGUISHER ALSO SHALL BE PROVIDED IN PLAIN SIGHT ON EACH FLOOR AT EACH USABLE STAIRWAY AS

SOON AS SIGNIFICANT COMBUSTIBLE MATERIAL IS PRESENT. [241:4.10.4]

SUITABLE FIRE EXTINGUISHERS SHALL BE PROVIDED ON SELF-PROPELLED EQUIPMENT. [241:4.10.5] FREE ACCESS TO PERMANENT, TEMPORARY, OR PORTABLE FIRST-AID FIRE EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES [241:4.10.6] A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS SIGNIFICANT

COMBUSTIBLE MATERIAL IS PRESENT. [241:6.3.1]

FLAMMABLE AND COMBUSTIBLE LIQUIDS AND FLAMMABLE GASES - INTERNATIONAL FIRE CODE LATEST EDITION:

STORAGE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE IN ACCORDANCE WITH NFPA CHAPTER 30, UNLESS OTHERWISE MODIFIED

BY THIS SECTION. [241:7.8.1.1]

STORAGE OF CLASS I AND CLASS II LIQUIDS SHALL NOT EXCEED 60 GAL. (227 L) WITHIN 50 FT (15 M) OF THE STRUCTURE. [241:7.8.1.2] STORAGE AREAS SHALL BE KEPT FREE OF WEEDS, DEBRIS, AND COMBUSTIBLE MATERIAL NOT NECESSARY TO THE STORAGE. [241:7.8.1.3] OPEN FLAMES AND SMOKING SHALL NOT BE PERMITTED IN FLAMMABLE AND COMBUSTIBLE LIQUIDS STORAGE AREAS. [241:7.8.1.4] SUCH STORAGE AREAS SHALL BE APPROPRIATELY POSTED AS "NO SMOKING" AREAS. [241:7.8.1.5]

STORAGE AREAS SHALL BE APPROPRIATELY POSTED AS "NO SMOKING" AREAS. [242:7.8.1.6]

CLASS I AND CLASS II LIQUIDS SHALL BE KEPT IN APPROVED SAFETY CONTAINERS. [241:7.8.2.2] CLASS I LIQUIDS SHALL BE DISPENSED ONLY WHERE THERE ARE NO OPEN FLAMES OR OTHER SOURCES OF IGNITION WITHIN THE POSSIBLE

PATH OF VAPOR TRAVEL. [241:7.8.2.4]

GENERAL NOTES:

BIDDERS GENERAL NOTES:

1.

2.

3.

4.

BIDDERS SHALL REVIEW DOCUMENTS INDEX AND VERIFY THAT THEY HAVE RECEIVED ALL COPIES OF ALL DOCUMENTS. DO NOT BID THE PROJECT OR COMMENCE CONSTRUCTION WITHOUT HAVING A COMPLETE SET OF DOCUMENTS.

BIDDERS SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY AMBIGUITY, INCONSISTENCY, OR ERRORS WHICH THEY MAY DISCOVER UPON EXAMINATION OF THE BIDDING DOCUMENTS. DO NOT BID OR PROCEED IN AREAS OF DISCREPANCIES

UNTIL ALL SUCH DISCREPANCIES ARE FULLY RESOLVED.

PRIOR TO SUBMITTING BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS.

THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF ANY DISCREPANCIES OR INCONSISTENCIES EXISTING. FAILURE TO VERIFY THE EXISTING CONDITIONS SHALL NOT RELIEVE THE CONTRACTOR OF ANY EXPENSES OR RESPONSIBILITIES RESULTING

FROM THAT FAILURE.

THE CONTRACTOR SHALL INCLUDE IN THEIR BID ALL COSTS ASSOCIATED WITH MATERIAL, HANDLING, STORAGE, AND DELIVERY.

FIRE PROTECTION DURING CONSTRUCTION:

NO. DATE BY DESCRIPTION

DEMOLITION PHASING GENERAL NOTES:

1.

2.

A.

B.

C.

D.

E.

IMPORTANT: THIS SITE IS LOCATED ON THE AIRSIDE OF A SECURED

AIRPORT THEREFORE SPECIAL SECURITY REQUIREMENTS SHALL BE

REQUIRED TO GAIN ACCESS THROUGH THE SECURITY GATES

INCLUDING THE REQUIREMENTS OF ESCORTS FOR DELIVERIES AND THE

SITE SHALL REMAIN SECURE AT ALL TIMES. REFER TO C-100 FOR MORE

SITE INFORMATION.

NOTE: IN COMPANY WITH THE OWNER, OR ITS REPRESENTATIVE, VISIT

THE SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE

DEMOLITION REQUIRED.

CAREFULLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION.

MARK INTERFACE SURFACES AS REQUIRED TO ENABLE WORKERS TO

ALSO IDENTIFY ITEMS TO BE REMOVED AND ITEMS TO BE LEFT IN

PLACE INTACT.

TAKE PHOTOGRAPHIC RECORDS OF ALL ADJACENT SURFACES TO

REMAIN.

ALL REQUIRED APPROVALS, BUILDING AND OTHER PERMITS FROM

PROPER AUTHORITIES HAVING JURISDICTION IN CONNECTION

WITH THE CONSTRUCTION AND COMPLETION OF THIS PROJECT IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT

ALL CONSTRUCTION IS PERFORMED IN THE STRICTEST COMPLIANCE

INCLUDING CONSTRUCTION DOCUMENTS FOR PERMITTING AND

SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE

REQUIREMENTS OF APPLICABLE LAWS, CODES, REGULATIONS, ADA,

LIFE SAFETY AND STANDARDS.

HANGAR #8

(FOR

REFERENCE

ONLY)

HANGAR #3

(FOR REFERENCE ONLY)

HANGAR #5

(FOR REFERENCE ONLY)

SE

T

IM

BE

RW

O

LF

D

RI

V

E

A-102

AREA

OF

WORK

HANGAR #2

HANGAR #1

STAGING AREAS:

FINAL STAGING AREA TO

BE COORDINATED WITH

OWNER AND TENANT

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

CLIENT:

STAMP:

PROJECT MANAGER

PROJECT ARCHITECT

DESIGNER

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

UNAUTHORIZED USE OF THESE DRAWINGS IS A VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA

STATUTE 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED. ©

G-002

SITE USE PLAN

20070044.A037

OCTOBER 21, 2026

CITY OF LAKE CITY

JUSTIN VOLLENWEIDER, AIA

JUSTIN VOLLENWEIDER, AIA

NATALIE BERGERON, ASSOC. AIA

205 N. MARION AVENUE

LAKE CITY, FL 32055

HANGAR #1 & 2 -

ROOF REPLACEMENT

102 SE ACADEMIC AVENUE

TOWN/CITY: LAKE CITY

COUNTY: COLUMBIA STATE: FLORIDA

BID SET

1" = 100'-0"1 SITE USE PLANN

A

B

C

D

BID PLAN GENERAL NOTES:

1.

2.

3.

4.

5.

THIS SHEET IS FOR BIDDING PURPOSES ONLY. IT GENERALLY DEPICTS

ROOF AREAS A, B, C, AND D AS THEY CORRESPOND TO THE BID ITEMS

ON THE PRICE FORM.

ROOF AREA BOUNDARIES ARE APPROXIMATE AND DO NOT DEFINE THE

SCOPE OF WORK. REFER TO DRAWINGS AND SPECIFICATIONS FOR THE

COMPLETE SCOPE.

EACH BID ITEM SHALL INCLUDE ALL WORK WITHIN THE ASSOCIATED

ROOF AREA, INCLUDING DEMOLITION, NEW ROOF PANELS, FLASHING,

TRIM, GUTTERS, DOWNSPOUTS, PURLIN REPLACEMENT, ACCESSORIES,

AND TEMPORARY REMOVAL/SHORING/REPLACEMENT OF INTERIOR

AND ROOF EQUIPMENT, UNLESS NOTED OTHERWISE.

WHERE ROOF AREAS MEET, INCLUDE IN EACH BID ITEM ALL FLASHING,

TRIM, AND TERMINATIONS REQUIRED TO MAKE THAT AREA COMPLETE

AND WEATHERTIGHT WHETHER OR NOT ADJACENT AREAS ARE

AWARDED.

ALTERNATE NO. 1 (ACCELERATED BUILDING SHUTDOWN) APPLIES TO

ALL ROOF AREAS. REFER TO SECTION 01 23 00.

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

CLIENT:

STAMP:

PROJECT MANAGER

PROJECT ARCHITECT

DESIGNER

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

UNAUTHORIZED USE OF THESE DRAWINGS IS A VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA

STATUTE 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED. ©

G-003

BID PLAN

20070044.A037

OCTOBER 21, 2026

CITY OF LAKE CITY

JUSTIN VOLLENWEIDER, AIA

JUSTIN VOLLENWEIDER, AIA

NATALIE BERGERON, ASSOC. AIA

205 N. MARION AVENUE

LAKE CITY, FL 32055

HANGAR #1 & 2 -

ROOF REPLACEMENT

102 SE ACADEMIC AVENUE

TOWN/CITY: LAKE CITY

COUNTY: COLUMBIA STATE: FLORIDA

BID SET0' 8' 16' 32' 64'

1/32" = 1'-0"

1 BID PLANN

TAXIWAY D

TA

XI

W

AY

E

HANGAR #8

(FOR

REFERENCE

ONLY)

HANGAR #3

(FOR REFERENCE ONLY)

HANGAR #4

(FOR REFERENCE ONLY)

HANGAR #6

(FOR REFERENCE ONLY)

HANGAR #5

(FOR REFERENCE ONLY)

HANGAR #9

(FOR REFERENCE ONLY)

SE

T

IM

BE

RW

O

LF

D

RI

V

E

EXISTING 500,000 GAL

GROUND WATER

STORAGE TANK

EXISTING PUMP HOUSE

A

B

D

PROPOSED

WORK AREA

A-102

SE

A

CADEM

IC

A

VE

SE

F

O

UN

D A

TIO

N

P L

SE

T

IM

BE

RW

O

LF

D

RI

V

E

SE

C

O

LL

EG

E

PL

HANGAR #2

HANGAR #1

C

CFM56-5B

CFM56-5B

A321-100

A321-100

CFM

56-5B

CFM

56-5B

A321-100

A3

-1

CFM56-5B

CFM56-5B

A321-100

A32 1-

C

FM

56-5B

C

FM

56-5B

A321-100

A3

-1

HANGAR 1

STAGING AREA

HANGAR 2

STAGING AREA

P2

P3

P4

B2-2

P1

B2-3

B2-1

B1-1

B1-2

B2-4 L1

S1

B1-3

B1-4

S1

BARRICADE TO BE MOVED DURING

DELIVERY AND PLACED BACK AFTER

NO MOVEMENT

BEYOND HOLD BARS

MINIMUM 30'

BUFFER

ALL WORKERS SHALL BE BADGED

AND DELIVERY TRUCKS SHALL BE

ESCORTED

LEVEL 1

+0' - 0"

ROOF

+59' - 6"

HANGAR EAVE

+34' - 6"

D C B A

OFFICE EAVE

+26' - 4"

STORAGE EAVE

+18' - 8"

TOWER, V.I.F.

+71' - 6"

LEGEND:

LOW PROFILE BARRICADE, HANGAR 1,

(SEE MISCELLANEOUS DETAILS)

LOW PROFILE BARRICADE, HANGAR 2,

(SEE MISCELLANEOUS DETAILS)

CONTRACTOR HANGAR 1 ACCESS /

ON & OFF-SITE HAUL ROUTE

CONTRACTOR HANGAR 2 ACCESS /

ON & OFF-SITE HAUL ROUTE

CONTRACTOR STAGING AREA

HANGAR 2 ROOF REPLACEMENT AREA

HANGAR 1 ROOF REPLACEMENT AREA

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

CLIENT:

STAMP:

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

UNAUTHORIZED USE OF THESE DRAWINGS IS A VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA

STATUTE 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED. ©

335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

(904) 757-6106

AAR AIRFRAME MRO

102 ACADEMIC AVENUE

LAKE CITY , FL 32025

NO. DATE BY DESCRIPTION

C-100

CONSTRUCTION

SAFETY & PHASING

PLAN

20070044.A037

OCTOBER 9, 2026

AAR HANGARS

RE-ROOF

LAKE CITY

COLUMBIA, FLORIDA

LAKE CITY

GATEWAY AIRPORT

LAKE CITY

COLUMBIA COUNTY, FLORIDA

Project Manager Principal-in-Charge

Project Architect

Designed by

B. WENTE

J. RAY

A. VOLLENWEIDER, A.I.A.

B. BRADLEY, P.E.

GENERAL PHASING NOTES:

1. THE PROJECT DOES NOT REQUIRE AND AIRFIELD FACILITY CLOSURES. CONTRACTOR

SHALL COORDINATE THE START OF CONSTRUCTION WITH THE OWNER FOR THE

ISSUANCE OF REQUIRED NOTAMS DURING THE COURSE OF THIS PROJECT.

CONTRACTOR SHALL COORDINATE THE STAGING AREA LOCATION WITH THE OWNER

IF WORK IS TO BE PERFORMED DURING THE FIRE SEASON, WHICH GENERALLY

OCCURS DURING THE SUMMER MONTHS.

2. THE INTENT OF THIS CONTRACT IS TO COMPLETE THE PROJECT WITH A MINIMAL

AMOUNT OF OPERATIONAL IMPACT TO THE AIRPORT. NO RUNWAY, TAXIWAY,

APRON, OR AIRPORT ROADWAY SHALL BE CLOSED.

3. THE CONTRACTOR SHALL STABILIZE, MAINTAIN, AND REMOVE, WHEN NO LONGER

NEEDED, ALL TEMPORARY ACCESS AND HAUL ROADS REQUIRED TO FULFILL THE

CONTRACT. THE AFFECTED AREAS SHALL BE RESTORED PRIOR TO FINAL

ACCEPTANCE.

4. AT THE COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL REMOVE ANY

EQUIPMENT AND CLEAN THE WORK AREA TO REMOVE ANY DEBRIS TO THE

SATISFACTION OF THE ENGINEER AND OWNER.

5. ALL REQUIRED MAINTENANCE AND PROTECTION OF TRAFFIC DEVICES SHALL BE

INSTALLED AND APPROVED BY THE ENGINEER PRIOR TO STARTING WORK.

6. THE CONTRACTOR SHALL STABILIZE AND MAINTAIN THE TEMPORARY ON-SITE HAUL

ROUTES AND PROVIDE FOR ANY TEMPORARY DITCH/WET AREA CROSSINGS THAT

MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE OWNERS WHO HAVE

JURISDICTION OVER THEM TO OBTAIN ANY REQUIRED PERMIT. ON-SITE HAUL

ROUTES SHALL BE RESTORED TO ITS ORIGINAL CONDITIONS TO THE SATISFACTION

OF THE OWNER. THE COST FOR THE HAUL ROUTES SHALL BE INCLUDED IN ITEM

101.

7. THE OWNER WILL PROVIDE SUITABLE FILL NEEDED FOR THIS PROJECT. THE

CONTRACTOR WILL BE RESPONSIBLE FOR HANDLING AND HAULING THE MATERIAL

TO THE PROJECT SITE FROM A DISTANCE OF 2.5 MILES.

8. CONTRACTOR SHALL TEST STOCKPILE MATERIAL FOR SUITABILITY

DEMOLITION PHASING GENERAL NOTES:

1. IMPORTANT: SITE IS TO REMAIN SECURE AT ALL TIMES.

2. NOTE: IN COMPANY WITH THE OWNER, OR ITS

REPRESENTATIVE, VISIT THE SITE AND

VERIFY THE EXTENT AND LOCATION OF

SELECTIVE DEMOLITION REQUIRED.

A. CAREFULLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION.

B. MARK INTERFACE SURFACES AS REQUIRED TO ENABLE

WORKERS TO ALSO IDENTIFY ITEMS TO BE REMOVED AND

ITEMS TO BE LEFT IN PLACE INTACT.

PROJECT PHASING:

PHASE ONE:

1. DEMOLISH AND RE-ROOF STORAGE (ROOF A) & HANGAR #1

(ROOF B).

PHASE TWO:

1. DEMOLISH AND RE-ROOF OFFICE (ROOF C) & HANGAR #2

(ROOF D).

*Construction time shall not exceed two hundred forty (240)* calendar days.

RED FLASHING SOLAR LIGHT W/

BATTERIES

(ONE REQUIRED)

(TO BE PROVIDED AND

MAINTAINED BY CONTRACTOR)

10-INCH X 10-INCH X 96-INCH LENGTH ORANGE AND WHITE

HDPE BARRIER OR APPROVED ALTERNATE AS DECIDED BY

THE AIRPORT.

12-INCH X 12-INCH BRIGHT ORANGE NYLON FLAG WITH 12

GA. DIAGONAL WIRE STIFFENER TOP SHALL BE MAX. 24-INCH

ABOVE PAVEMENT

(ONE FLAG PER UNIT - TYPICAL)

NOTES:

1. CONTRACTOR SHALL PROVIDE THE NECESSARY AMOUNT FOR

NEW LOW PROFILE BARRICADES, PLACE, MAINTAIN AND

REMOVE BARRICADES AS REQUIRED.

2. WATER BALLASTED LIGHTED SAFETY/CONSTRUCTION

BARRICADES SHALL BE ORANGE AND WHITE ALTERNATED EACH

8 FEET LONG, AR10X96 HDPE SPN OR APPROVED EQUIVALENT.

BARRICADES SHALL HAVE A MAXIMUM 4 FOOT SPACING

BETWEEN THEM. ALL COST FOR PROVIDING, MOVING, LIGHTS,

FLAGS AND MAINTAINING BARRICADES SHALL BE INCIDENTAL TO

THE "MOBILIZATION" ITEM OF WORK.

3. CONTRACTOR TO ALSO FURNISH AND INSTALL SPECIFIED LIGHT

FOR EACH BARRICADE. CONTRACTOR TO PLACE AND MAINTAIN

BARRICADES AND LIGHTS IN ACCORDANCE WITH

CONSTRUCTION SAFETY AND PHASING PLANS, AND PER OWNER

FOR DURATION OF CONTRACT.

4. CONTRACTOR SHALL INSPECT LOW PROFILE BARRICADES DAILY

TO ENSURE NO DISPLACEMENT HAS OCCURRED. CONTRACTOR

SHALL MAINTAIN PROPER BALLAST TO PREVENT BARRICADE

MOVEMENT.

SCALE: NTS

LOW-PROFILE BARRICADE

1" = 50'

1 SOUTH ELEVATION

A-200

AutoCAD SHX Text st

AutoCAD SHX Text st

AutoCAD SHX Text 6"pine

AutoCAD SHX Text 14"pine

AutoCAD SHX Text 12"redmaple

AutoCAD SHX Text 200'

AutoCAD SHX Text 0'

AutoCAD SHX Text 400'

AutoCAD SHX Text

SCALE: 1" = 200'

AutoCAD SHX Text 100'

DEMOLITION SCOPE:

THE EXISTING CONDITION / DEMOLITION DRAWINGS ARE INTENDED AS A

GENERAL GUIDE TO THE DEMOLITION REQUIRED FOR THIS PROJECT.

DEMOLITION IS NOT SHOWN INCOMPLETE DETAIL AND IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING

CONSTRUCTION AS REQUIRED TO ACCOMPLISH THE DESIGN INTENT FOR

THE WORK SHOWN AND REASONABLY IMPLIED FOR THE PROJECT. REFER TO

THE WORK SHOWN ON ALL OTHER DRAWINGS IN THE SET FOR THE EXTENT

OF THE DEMOLITION REQUIRED TO PERFORM THE WORK INTENT.

GENERAL CONDITIONS:

VISIT THE JOB SITE TO VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO BEGINNING ANY WORK. NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO BEGINNING THE WORK.

QUESTIONABLE ITEMS, INCLUDING BUT NOT LIMITED TO FOUND /

UNKNOWN CONDITIONS AND ITEMS NOT SHOWN / LISTED IN THE

CONTRACT DOCUMENTS, SHALL BE COORDINATED WITH THE

ARCHITECT BEFORE REMOVING.

DEMOLITION PLAN GENERAL NOTES:

USE OF REMOVED ITEMS TO COMPLY WITH SPECIFICATION SECTION

01 60 00, UNLESS NOTED OTHERWISE.

REPAIR EXISTING EXTERIOR METAL PANEL AS REQUIRED.

CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO BIDDING AND

DEMOLITION.

DEMOLITION CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO

SUBMITTING DEMOLITION BID.

ALL REQUIRED APPROVALS, BUILDING AND OTHER PERMITS FROM

PROPER AUTHORITIES HAVING JURISDICTION IN CONNECTION WITH

THE CONSTRUCTION AND COMPLETION OF THIS PROJECT IS THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT

ALL CONSTRUCTION IS PERFORMED IN THE STRICTEST COMPLIANCE

INCLUDING CONSTRUCTION DOCUMENTS FOR PERMITTING AND

SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE

REQUIREMENTS OF APPLICABLE LAWS, CODES, REGULATIONS, ADA,

LIFE SAFETY AND STANDARDS.

2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 2-13 2-14 2-15 2-16 2-17

2-A 2-A

2-B 2-B

1-A 1-A

1-B 1-B

1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 1-13 1-14 1-151-3.5

1-C 1-C

'-0

0' -0

0' -0

0'

-0

LO

W

R O

O F

'-0

0' -0

0' -0

8'

-0

0'

-0

0'

-0

0'

-0

67'-7" 267'-5"

335'-0"

6'-0" 24'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 24'-6" 5'-0"

410'-0"

24'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 24'-0"

6'-0" 398'-0" 6'-0"

0'

-0

V.I.F.

55'-0"

V .I.

F.

'-0

SL

O

PE

SL

O

PE

HANGAR

DOORS

BELOW TO

REMAIN

HANGAR

DOORS

BELOW TO

REMAIN

HANGAR

DOORS

BELOW TO

REMAIN

HANGAR

DOORS

BELOW TO

REMAIN

HANGAR

DOORS

BELOW TO

REMAIN

HANGAR

DOORS

BELOW TO

REMAIN

HANGAR

DOORS

BELOW TO

REMAIN

NOTE: ALL INTERIOR HIGH BAY LIGHTING,

HEATERS, HVLS FANS, FIRE SUPPRESSION

PIPING, FALL PROTECTION, ELECTRICAL

CONDUITS, COMPRESSED AIR PIPING,

AND ANY OTHER ITEMS SUPPORTED FROM

GIRDERS, PURLINS, TO REMAIN.

CONTRACTOR TO PROVIDE TEMPORARY

SUPPORTS DURING RE-ROOFING AND

REPLACEMENT OF PURLINS AS REQUIRED.

EXISTING PEMB STEEL TRUSS

GIRDERS TO REMAIN

SLOPESLOPE RI

D G

E

RIDGE

3"

3"

3"

3"

RIDGE

EXISTING PEMB STEEL TRUSS

GIRDERS TO REMAIN

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

34 4

TYP.

TYP.

TYP.

TYP.

HA

N

G A

R

HA

N G

A R

LO

W

R O

O F

'-0

REMOVE AND DISPOSE OF STAIR

AND CATWALK SERVICING THE

CONTROL TOWER.

REMOVE EXISTING

PURLINS AS REQUIRED

AND ROOFING

ABOVE TAIL DOOR

DOGHOUSE FEATURE

OF HANGAR #2.

PREPARE SURFACES

FOR NEW WORK.

DISCONNECT AND

DISPOSE OF EXISTING

ROOF SIREN ON

HANGAR #1.

SALVAGE ALL MECHANICAL

UNITS FOR REUSE, REINSTALL

IN ORIGINAL LOCATIONS.

VERIFY EXISTING

ROOF PENETRATIONS

AS NEEDED.

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

CLIENT:

STAMP:

PROJECT MANAGER

PROJECT ARCHITECT

DESIGNER

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

UNAUTHORIZED USE OF THESE DRAWINGS IS A VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA

STATUTE 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED. ©

AD-100

OVERALL

DEMOLITION ROOF

PLAN

20070044.A037

OCTOBER 21, 2026

CITY OF LAKE CITY

JUSTIN VOLLENWEIDER, AIA

JUSTIN VOLLENWEIDER, AIA

NATALIE BERGERON, ASSOC. AIA

205 N. MARION AVENUE

LAKE CITY, FL 32055

HANGAR #1 & 2 -

ROOF REPLACEMENT

102 SE ACADEMIC AVENUE

TOWN/CITY: LAKE CITY

COUNTY: COLUMBIA STATE: FLORIDA

BID SET0' 8' 16' 32' 64'

1/32" = 1'-0"

1 ROOF DEMOLITION PLAN

KEYNOTES - DEMO FLOOR PLANS

1 REMOVE EXISTING STEEL ROOF PURLINS AS REQUIRED;

5'-0" O.C., TYP. REFER TO UNIT PRICE FOR ASSUMED QUANTITY.

2 REMOVE ENTIRE METAL ROOFING INCLUDING EAVE AND RIDGE

FLASHING

3 REMOVE EXISTING GUTTER

4 REMOVE EXISTING DOWNSPOUT

5 REMOVE ALL EXISTING TRANSLUCENT ROOF PANELS

6 REMOVE ENTIRE EXISTING CONTROL TOWER

7 REMOVE EXISTING PURLINS AS REQUIRED AND ROOFING

ABOVE TAIL DOOR DOGHOUSE FEATURE; REFER TO 4/AD-100

8 EXISTING SLIDING DOOR TRACK TO REMAIN. REMOVE EXISTING

METAL ROOFING AND PREPARE FOR NEW WORK.

9 DISCONNECT AND DISPOSE OF EXISTING ROOF SIREN; REFER TO

3/AD-100

10 REMOVE AND DISPOSE OF STAIR AND CATWALK; REFER TO

5/AD-100

11 SALVAGE ALL MECHANICAL UNITS FOR REUSE, REINSTALL IN

ORIGINAL LOCATIONS; REFER TO 2/AD-100

12 EXISTING DOWNSPOUT TO REMAIN

N

N.T.S.5 EXISTING CONDITION - STAIR & CATWALK

N.T.S.4 EXISTING CONDITION - TAIL DOOR

N.T.S.3 EXISTING CONDITION - SIREN

N.T.S.2 EXISTING CONDITION - EQUIP.

2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 2-13 2-14 2-15 2-16 2-17

2-A 2-A

2-B 2-B

1-A 1-A

1-B 1-B

1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 1-13 1-14 1-151-3.5

1-C 1-C

'-0

0' -0

0' -0

0'

-0

0'

-0

V.I.F.

55'-0"

SL

PE

SL

PE

SLOPESLOPE

EAVE - UPPER ROOF

EAVE - UPPER ROOF

3"

3"

3"

3"

3"

EAVE - UPPER ROOF

EAVE - LOWER ROOF

EAVE - UPPER ROOF

HANGAR

DOORS

BELOW TO

REMAIN

(NO WORK)

HANGAR

DOORS

BELOW TO

REMAIN

(NO WORK)

HANGAR

DOORS

BELOW TO

REMAIN

(NO WORK)

HANGAR

DOORS

BELOW TO

REMAIN

(NO WORK)

HANGAR

DOORS

BELOW TO

REMAIN

(NO WORK)

2 2

2 22

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

410'-0"

24'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 24'-0"

6'-0" 398'-0" 6'-0"

V .I.

F.

'-0

67'-7" 267'-5"

335'-0"

6'-0" 24'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 24'-6" 5'-0"

A-300

HANGAR

DOORS

BELOW TO

REMAIN

(NO WORK)

A-300

A-300

A-300

A-300

A-300

NOTE: ALL INTERIOR HIGH BAY LIGHTING,

HEATERS, HVLS FANS, FIRE SUPPRESSION

PIPING, FALL PROTECTION, ELECTRICAL

CONDUITS, COMPRESSED AIR PIPING,

AND ANY OTHER ITEMS SUPPORTED FROM

GIRDERS, PURLINS, TO REMAIN.

CONTRACTOR TO PROVIDE TEMPORARY

SUPPORTS DURING RE-ROOFING AND

REPLACEMENT OF PURLINS AS REQUIRED.

LO

W

R O

O F

'-0

0' -0

0' -0

8'

-0

0'

-0

0'

-0

0'

-0

HA

N

G A

R

HA

N G

A R

LO

W

R O

O F

'-0

DS1DS1DS1DS1

DS1DS1DS1DS1

DS2

DS2

DS1DS1DS2

DS2

DS2

DS2

DS2 DS1 DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS1

DS2 DS2 DS2 DS2 DS2 DS2 DS2 DS2 DS2 DS2 DS2 DS2 DS2 DS2

DS1 DS1 DS1 DS1 DS1 DS1 DS1 DS1 DS1 DS1

DS2DS2

DS2DS2DS2

DS2

DS2DS2DS2DS2DS2DS2DS2DS2DS2DS2DS2

DS3

DS3DS3

DS3

@ DOOR

+/- 3'-0" SGSG

@ EQUIP.

+/- 3'-0" SGSG

@ DOOR

+/- 3'-0" SGSG

RI

D

G E

RIDGE

RIDGE

HANGAR

DOORS

BELOW TO

REMAIN

(NO WORK)

HANGAR

DOORS

BELOW TO

REMAIN

(NO WORK)

ROOF PLAN GENERAL NOTES:

1.

2.

3.

ALL REQUIRED APPROVALS, BUILDING AND OTHER PERMITS FROM PROPER AUTHORITIES

HAVING JURISDICTION IN CONNECTION WITH THE CONSTRUCTION AND COMPLETION OF

THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONSTRUCTION IS

PERFORMED IN THE STRICTEST COMPLIANCE INCLUDING CONSTRUCTION DOCUMENTS

FOR PERMITTING AND SHALL COMPLETE ALL WORK IN ACCORDANCE WITH THE

REQUIREMENTS OF APPLICABLE LAWS, CODES, REGULATIONS, ADA, LIFE SAFETY AND

STANDARDS.

ALL DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL UNLESS NOTED OR SHOWN

OTHERWISE. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE

VERIFIED BY GC PRIOR TO BID. DO NOT SCALE DRAWINGS.

PROVIDE METAL BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS.

COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.

PROVIDE FLEXIBLE EPDM RUBBER OR SILICONE BOOT AND SECURE TO METAL PANEL AT ALL

PIPE PENETRATIONS THROUGH ROOF.

PROVIDE CURB FLASHING AT ALL MECHANICAL CURBS INDICATED. APPLY SEALANT AT ALL

PLUMBING FIXTURES AT JUNCTURE WITH WALL.

PROVIDE FLASHING WHERE VERTICAL WALLS INTERSECT LOWER ROOF BETWEEN HANGARS.

PROVIDE FLASHING AT ALL EAVE CONDITIONS.

GUTTERS / DOWNSPOUTS:

DIMENSIONS SHALL BE VERIFIED IN FIELD.

COORDINATE DOWNSPOUT ROUTING IN FIELD TO AVOID EQUIPMENT, DOORS,

WINDOWS, OR OTHER OBSTRUCTIONS. PROVIDE SPLASH GUARDS WHERE GUTTER

INSTALLATION IS PREVENTED BY ADJACENT INTERRUPTIONS.

FINAL LOCATION OF DOWNSPOUTS SHALL MAINTAIN UNOBSTRUCTED CIRCULATION

AND EGRESS.

ROOF PLAN LEGEND

NEW CONTINUOUS PREFINISHED PREMANUFACTURED 4" x 6" RECTANGULAR

METAL DOWNSPOUT TO ROOF BELOW (APPLY ELASTOMERIC ROOF SEALANT

COATING DIRECTLY TO METAL PANELS RECEIVING THE CONSTANT STREAM

FROM DOWNSPOUT DISCHARGE)

DS1

NEW CONTINUOUS PREFINISHED PREMANUFACTURED 4" x 6" RECTANGULAR

METAL DOWNSPOUT TO CONCRETE SPLASH BLOCK

DS2

EXISTING CIRCULAR DOWNSPOUT TO UNDERGROUND STORMWATER SYSTEM

TO REMAIN

DS3

SPLASH GUARD IN LIEU OF GUTTER ABOVE INTERRUPTIONS AS NEEDEDSG

APPLICABLE CODES:

2023 FLORIDA BUILDING CODE, BUILDING

2023 FLORIDA BUILDING CODE, EXISTING BUILDING

2023 FLORIDA FIRE PREVENTION CODE

(NFPA 1: FIRE CODE 2021, FLORIDA SPECIFIC EDITION

NFPA 101: FIRE SAFETY CODE 2021, FLORIDA SPECIFIC EDITION)

NFPA 220: STANDARDS ON TYPES OF BUILDING CONSTRUCTION, 2024

OCCUPANCY

OCCUPANCY CLASSIFICATION

S-1 (AIRCRAFT HANGAR)

OCCUPANCY LOADING

CHAPTER 3

FBC

STORAGE

NFPA 101

PARAGRAPH 6.1.13

OCCUPANCY CATEGORIES

STORAGE

SECTION 311.2

STORAGE

PARAGRAPH 6.1.13.1

STORAGE: 300 GROSS STORAGE: MP*

CONSTRUCTION

CONSTRUCTION TYPE

ENERGY CODE

II-B

TABLE 601

II(000)

TABLE 4.1.1

TABLE 1004.5 TABLE 7.3.1.2

*OCCUPANCY LOADING CALCULATIONS

RESTRICTED BY MORE STRINGENT FBC LOAD FACTOR.

FBC NFPA 220

AREA AND HEIGHT LIMITATIONS

BUILDING HEIGHT

PROVIDED

+/-71 FT 6 IN (EXISTING)

NUMBER OF STORIES 1 STORY (EXISTING)

AREA DETERMINATION 166,063 SF (EXISTING)

NOTES

REFER TO S-001 FOR DESIGN CRITERIA AND WEIGHT REQUIREMENTS.

IN ACCORDANCE WITH FBC - EXISTING BUILDING, CHAPTER 6, THE SCOPE OF THIS WORK IS

CLASSIFIED AS AN ALTERATION LEVEL 1.

WORK SHALL COMPLY WITH FLORIDA PRODUCT APPROVALS.

• EXISTING BUILDING - INSULATION NOT IN SCOPE AND NOT PROPOSED TO CHANGE.

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

CLIENT:

STAMP:

PROJECT MANAGER

PROJECT ARCHITECT

DESIGNER

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

UNAUTHORIZED USE OF THESE DRAWINGS IS A VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA

STATUTE 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED. ©

A-100

OVERALL ROOF PLAN

20070044.A037

OCTOBER 21, 2026

CITY OF LAKE CITY

JUSTIN VOLLENWEIDER, AIA

JUSTIN VOLLENWEIDER, AIA

NATALIE BERGERON, ASSOC. AIA

205 N. MARION AVENUE

LAKE CITY, FL 32055

HANGAR #1 & 2 -

ROOF REPLACEMENT

102 SE ACADEMIC AVENUE

TOWN/CITY: LAKE CITY

COUNTY: COLUMBIA STATE: FLORIDA

BID SET

KEYNOTES - ROOF PLAN

1 NEW STANDING SEAM ROOF SYSTEM INCLUDING PURLINS AS REQUIRED; REFER TO

S-001 AND SPECIFICATIONS FOR MATERIAL REQUIREMENTS

2 NEW CONTINUOUS PREFINISHED PREMANUFACTURED 8" x 8" METAL GUTTER 3 NEW CONTINUOUS PREFINISHED PREMANUFACTURED 14" x 14" METAL

GUTTER WITH HEAVY DUTY BRACKETS

4 DOWNSPOUT; REFER TO ROOF PLAN LEGEND

5 DOWNSPOUT; REFER TO ROOF PLAN LEGEND. REBUILD COLLECTOR BOX

AND MODIFY EXISTING PIPE AS NEEDED TO CONNECT TO NEW GUTTER SYSTEM.

6 NEW STANDING SEAM ROOF SYSTEM OVER EXISTING SLIDING DOOR TRACK

7 REINSTALL ALL MECHANICAL UNITS IN ORIGINAL LOCATIONS; REFER TO 2/AD-100.

PROVIDE NEW INSULATION ON PIPING INCLUDING HURRICANE TIE-DOWNS AS

REQUIRED BY CODE.

8 NEW PURLINS AS NEEDED AT DEMOLISHED CONTROL TOWER

9 NEW 12" CONTINUOUS RIDGE VENTING

0' 8' 16' 32' 64' 1/32" = 1'-0"

1 ROOF PLANN

LEVEL 1

+0' - 0"

T.O. ROOF RIDGE, V.I.F.

+59' - 6"

T.O. HANGAR EAVE, V.I.F.

+34' - 6"

2-A 2-B 1-A 1-B 1-C

T.O. OFFICE EAVE, V.I.F.

+26' - 4"

T.O. STORAGE EAVE, V.I.F.

+18' - 8"

T.O. DOGHOUSE, V.I.F.

+71' - 6"

200'-0" 29'-0" 200'-0" 29'-0" 10'-2 1/2"

EA

V

E

HE

IG

HT

, V .I.

F.

'-4

'-8

" V .I.

F.

'-6

" V .I.

F.

'-6

" V .I.

F.

3" / 12"3" / 12"3" / 12" 3" / 12"

'-6 " V

.I.

F.

'-2

" V .I.

F.

'-6

" V .I.

F.59 '-6

" V .I.

F.

A-300

Sim

A-300

Sim

A-300

Sim

NEW 22 GAUGE

METAL ROOF

PANELS OVER NEW

STEEL PURLINS AS

REQUIRED, REFER

TO S-001

NEW 22 GAUGE METAL

ROOF PANELS OVER NEW

STEEL PURLINS AS

REQUIRED, REFER TO S-001

HANGAR #1HANGAR #2

A-300

Sim

NOTE: ALL INTERIOR HIGH BAY LIGHTING,

HEATERS, HVLS FANS, FIRE SUPPRESSION

PIPING, FALL PROTECTION, ELECTRICAL

CONDUITS, COMPRESSED AIR PIPING,

AND ANY OTHER ITEMS SUPPORTED FROM

GIRDERS, PURLINS, TO REMAIN.

CONTRACTOR TO PROVIDE TEMPORARY

SUPPORTS DURING RE-ROOFING AND

REPLACEMENT OF PURLINS AS REQUIRED.

NEW 22 GAUGE METAL

ROOF PANELS OVER

NEW STEEL PURLINS AS

REQUIRED, REFER TO

S-001

200'-0" 268'-2 1/2"

NEW 22 GAUGE METAL

ROOF PANELS OVER NEW

STEEL PURLINS AS

REQUIRED, REFER TO S-001

NEW 22 GAUGE METAL

ROOF PANELS OVER

NEW STEEL PURLINS AS

REQUIRED, REFER TO

S-001

T.O. HANGAR EAVE, V.I.F.

+34' - 6"

2-A

NEW STEEL PURLIN AS REQUIRED,

REFER TO S-001

PRE-ENGINEERED PREFINISHED METAL

WALL & ROOF FLASHING TO ALLOW

ROOF EXPANSION & CONTRACTION

PREFINISHED PREFABRICATED 8" X 8"

METAL GUTTER WITH GUTTER STRAP

11 GA. X 1 1/2" GALV. MTL.

GUTTER BRACKET

EXISTING STEEL GIRDER (NO WORK)

EXISTING METAL WALL PANEL

TO REMAIN (NO WORK)

DOWNSPOUT STRAP @ 5'-0" O.C.

PREFINISHED METAL 4"X6"

DOWNSPOUT

22 GAUGE MIN. METAL ROOF PANEL EXISTING STEEL TRUSS

GIRDER

NEW STEEL PURLIN AS

REQUIRED, REFER TO

S-001

3" / 12"

T.O. HANGAR EAVE, V.I.F.

+34' - 6"

1-A

NEW STEEL PURLIN AS REQUIRED,

REFER TO S-001

PRE-ENGINEERED PREFINISHED METAL

WALL & ROOF FLASHING TO ALLOW

ROOF EXPANSION & CONTRACTION

PREFINISHED PREFABRICATED 8" X 8"

METAL GUTTER WITH GUTTER STRAP

11 GA. X 1 1/2" GALV. MTL.

GUTTER BRACKET

EXISTING STEEL GIRDER (NO WORK)

EXISTING METAL WALL PANEL

TO REMAIN (NO WORK)

DOWNSPOUT STRAP @ 5'-0" O.C.

PREFINISHED METAL 4"X6"

DOWNSPOUT

22 GAUGE MIN. METAL ROOF PANEL EXISTING STEEL TRUSS

GIRDER

NEW STEEL PURLIN AS

REQUIRED, REFER TO

S-001

3" / 12"

EXISTING METAL WALL

PANEL TO REMAIN.

TEMPORARILY UNSECURE

SECTIONS AS NEEDED TO

INSTALL NEW FLASHING

UNDERNEATH. REINSTALL

WALL PANEL IN

ORIGINAL CONFIG.

PREFINISHED METAL

4" X 6" ELBOW

NEW STEEL PURLIN AS REQUIRED,

REFER TO S-001

EXISTING STEEL BEAM TO REMAIN

EXISTING STEEL TRUSS GIRDER

FLASHING PER

ROOF MANUF.

M

IN

1/

4"

APPLY ELASTOMERIC

ROOF SEALANT

COATING DIRECTLY

TO METAL PANELS

RECEIVING THE

CONSTANT STREAM

FROM DOWNSPOUT

DISCHARGE

PRE-ENGINEERED

METAL WALL &

ROOF FLASHING

EXISTING

STRUCTURAL

STEEL FRAMING

(NO WORK)

EXISTING METAL

WALL PANELS

(NO WORK)

NEW 22 GAUGE METAL

ROOF PANEL

NEW STEEL PURLIN AS

REQUIRED, REFER TO

S-001

Passero Associates

DRAWING NO.:

DATE:

PROJECT NO.:

CLIENT:

STAMP:

PROJECT MANAGER

PROJECT ARCHITECT

DESIGNER

(904) 757-6106335 S. LEGACY TRAIL, SUITE B-102

ST. AUGUSTINE, FL 32092

UNAUTHORIZED USE OF THESE DRAWINGS IS A VIOLATION OF

FLORIDA ADMINISTRATIVE CODE 61G15-27.001 AND FLORIDA

STATUTE 471.033(1). THESE PLANS ARE COPYRIGHT PROTECTED. ©

A-300

OVERALL BUILDING

SECTION & DETAILS

20070044.A037

OCTOBER 21, 2026

CITY OF LAKE CITY

JUSTIN VOLLENWEIDER, AIA

JUSTIN VOLLENWEIDER, AIA

NATALIE BERGERON, ASSOC. AIA

205 N. MARION AVENUE

LAKE CITY, FL 32055

HANGAR #1 & 2 -

ROOF REPLACEMENT

102 SE ACADEMIC AVENUE

TOWN/CITY: LAKE CITY

COUNTY: COLUMBIA STATE: FLORIDA

BID SET

0" 8' 16' 32' 64' 3/64" = 1'-0"

4 BUILDING SECTION - WEST/EAST

0" 3" 6" 1' 2' 1" = 1'-0"

1 GUTTER / DOWNSPOUT DETAIL

0" 3" 6" 1' 2' 1" = 1'-0"

2 GUTTER / DOWNSPOUT DETAIL @ OFFICE

0" 3" 6" 1' 2' 1" = 1'-0"

3 GABLE / RAKE FLASHING DETAIL

1. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,

MECHANICAL, ELECTRICAL, HVAC, AND PLUMBING DRAWINGS AND SPECIFICATIONS.

2. THE CONTRACTOR(S) SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, ETC. IN

THE FIELD AND NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO THE START

OF CONSTRUCTION OR SHOP DRAWINGS.

3. THE DRAWINGS ARE INTENDED TO REQUIRE AND TO INCLUDE ALL LABOR, MATERIAL AND EQUIPMENT

PROPER FOR THE WORK.

4. ALL WORK SHALL COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES AND REQUIREMENTS.

5. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES, AND SAFETY PROCEDURES. THE ARCHITECT/ENGINEER SHALL NOT BE

RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR THEIR

AGENTS OR EMPLOYEES OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.

6. OBSERVE ALL OSHA AND OTHER APPLICABLE SAFETY REQUIREMENTS INCLUDING THE USE OF SAFETY

GLASSES, HARD HATS, AND PROTECTION OF AREA WHEN WORKING OVERHEAD. THE CONTRACTOR

SHALL ASSUME RESPONSIBILITY FOR CONSTRUCTION SAFETY AT ALL TIMES.

7. COORDINATE WORK OF ALL DISCIPLINES (STRUCT., ARCH., MECH., ELECT., ETC.) WITH EXISTING

CONDITIONS, SPECIAL REQUIREMENTS, CONSTRUCTION SCHEDULE AND OTHER CONTRACTORS

PERFORMING WORK AT THE SITE.

8. ALL TEMPORARY SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR

SHALL DESIGN AND PROVIDE ANY TEMPORARY SHORING, BRACING, ETC., AS NEEDED FOR THE

WORK SO AS NOT TO ENDANGER THE STRUCTURAL INTEGRITY OF ANY EXISTING FEATURE.

9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO EXISTING

FEATURES AS A RESULT OF THIS WORK. DAMAGED ITEMS SHALL BE REPLACED IN KIND AND AT NO

ADDITIONAL COST TO THE OWNER.

10. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LAYOUT PRIOR

TO CONSTRUCTION. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST

ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL DRAWINGS AND ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER’S REPRESENTATIVE.

IMMEDIATELY. SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN ON THE

STRUCTURAL DRAWINGS. REFER TO MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS

FOR OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS. CHANGES AFFECTING THE LAYOUT

SHOWN MUST BE SPECIFIC AND CLEARLY CONVEYED TO THE OWNER’S REPRESENTATIVE IN WRITTEN

FORM AS A CHANGE FOR INCLUSION INTO THESE PLANS.

11. SHOP DRAWINGS: REPRODUCTION OF DESIGN DRAWINGS SHALL NOT BE PERMITTED FOR SHOP

DRAWING SUBMISSIONS. THE GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL REVIEW

AND PROVIDE REVIEW STAMP ON SHOP DRAWING SUBMISSIONS PRIOR TO SUBMITTAL TO

ARCHITECT/ENGINEER INDICATING UNDERSTANDING AND ACCEPTANCE OF SUBMITTAL AND

CONFIRMING CONFORMANCE TO PROJECT PLANS/SPECIFICATIONS.

12. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURE AND

SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION.

THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS

OR TIE-DOWNS MAY BE NECESSARY.

13. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC,

PLUMBING, PROCESS OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY.

CONTRACTOR SHALL OBTAIN APPROVAL OF THE PERTINENT TRADES BEFORE PROCEEDING WITH SUCH

PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE REQUIREMENTS SHALL BE

BORNE BY THE APPROPRIATE CONTRACTOR.

14. ANY EXISTING MEMBER OR SITE INFORMATION REQUIRED BY THE CONTRACTOR'S DELEGATED DESIGN

ENGINEER FOR THE DESIGN (MEMBER PROPERTIES, DIMENSIONS, ETC.), SHALL BE PROVIDED BY THE

CONTRACTOR.

GENERAL NOTES:

PROVIDE DOCUMENTS, DOCUMENTATION, AND INFORMATION INDICATED PREPARED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE THE WORK IS PERFORMED.

1. TEMPORARY SHORING (INCLUDING ANY SHORING AS REQUIRED FOR BUILDING STABILITY WHILE

ROOF DECK IS NOT IN PLACE)

2. COLD-FORMED METAL PURLINS SUPPORTING ROOF DECK. EXISTING PURLINS WITH MORE THAN 10

PERCENT SECTION LOSS DUE TO CORROSION ARE TO BE REPLACED WITH PURLINS DESIGNED TO MEET

THE STANDARDS IN 2023 FLORIDA BUILDING CODE AND FM 1-28, 1-29, AND 1-31 REQUIREMENTS.

3. ROOF DECK DESIGN AND ATTACHMENT. ROOF DECK IS TO BE DESIGNED FOR FM GLOBAL

STANDARDS (1-28, 1-29, AND 1-31), ASCE 7 COMPONENTS AND CLADDING LOAD, AND ASCE 7 IN-

PLANE DIAPHRAGM LOADS FOR THE MWFRS. THE IN-PLANE DIAPHRAGM DESIGN LOAD FOR THE

MWFRS IS 1.6 KLF.

4. STRUCTURAL STEEL CONNECTIONS.

DELEGATED DESIGN NOTES:

RENOVATION AND EXISTING STRUCTURE NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC., NECESSARY FOR THE PROPER

CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING

STRUCTURE. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER

FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS. THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURES AS REQUIRED. THE CONTRACTOR IS SOLELY RESPONSIBLE

FOR THE SAFETY OF EXISTING STRUCTURES DURING CONSTRUCTION.

2. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE, THE

CONTRACTOR SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS. DURING THE PROCESS OF

CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE

EXISTING STRUCTURE WHERE THE EXISTING STRUCTURE IS MODIFIED TO ACCOMMODATE NEW

CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE, WHICH ARE TO REMAIN.

3. ALL EXISTING STRUCTURAL ELEMENTS (SLABS, BEAMS, WALLS, COLUMNS, FOUNDATIONS...) SHALL

REMAIN INTACT UNLESS SPECIFICALLY NOTED TO BE REMOVED BY THE DEMOLITION DOCUMENTS OR

OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS.

4. INFORMATION PROVIDED ON THESE DRAWINGS RELATED TO EXISTING CONDITIONS IS BASED ON

AVAILABLE DESIGN DOCUMENTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY AND AWAIT

DIRECTION FROM THE OWNER’S REPRESENTATIVE IF ANY DISCREPANCY BETWEEN THE CONTRACT

DOCUMENTS AND THE EXISTING CONDITIONS IS DISCOVERED.

1. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE "LIGHT GAGE COLD FORMED

STEEL DESIGN MANUAL", LATEST EDITION AND THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-

FORMED STEEL STRUCTURAL MEMBERS, LATEST EDITION.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL DESIGN AND PERFORMANCE OF ALL COLD-

FORMED METAL FRAMING. ALL SIZES, GAGES AND DESIGN REQUIREMENTS SHOWN ON THESE

DRAWINGS ARE TO BE CONSIDERED MINIMUM REQUIREMENTS AND NOT FINAL REQUIREMENTS.

3. PROVIDE CLIPS, CONNECTIONS, STRAPPING AND/OR BRIDGING FOR TEMPORARY LATERAL BRACING

AND ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION.

4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING CODE – SHEET

STEEL", LATEST EDITION AND PERFORMED BY CERTIFIED, LICENSED WELDER.

5. DETAILING AND FABRICATION OF ALL COLD-FORMED STRUCTURAL MEMBERS SHALL CONFORM TO

THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, LATEST

EDITION.

6. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL COLD FORMED METAL

FRAMING LOCATIONS AND REQUIREMENTS. COORDINATE LOCATIONS AND DESIGN FOR ALL WALL

HUNG EQUIPMENT.

7. PROVIDE AND COORDINATE VERTICAL SLIP CONNECTIONS TO STRUCTURAL STEEL MEMBERS WHERE

REQUIRED. ACCOUNT FOR A MINIMUM DEFLECTION OF 1 INCH UNLESS NOTED OTHERWISE.

8. REMOVE EXISTING CORRODED/DETERIORATED MATERIAL FROM EXISTING PURLINS. EXISTING PURLINS

THAT HAVE MORE THAN 10 PERCENT SECTION LOSS (WHEN COMPARING THE CROSS SECTION WITH

THE REMOVED MATERIAL VS THE COMPLETE EXISTING CROSS SECTION) SHALL BE REPLACED WITH

NEW PURLINS DESIGNED BY THE CONTRACTOR'S DELEGATED DESIGN ENGINEER TO MEET THE

REQUIREMENTS OF 2023 FLORIDA BUILDING CODE AND FM GLOBAL REQUIREMENTS.

9. ROOF PURLINS SHALL HAVE A MINIMUM OF 16 GA THICKNESS AND SHALL BE DESIGNED BY THE

CONTRACTOR'S DELEGATED DESIGN ENGINEER TO MEET A DEFLECTION LIMIT OF L/240. ROOF

PURLINS SHALL BE SPACED AT APPROXIMATELY 5'-0" OC AND SHALL BE INSTALLED IN THE SAME

LOCATION AS THE EXISTING PURLIN THAT IS TO BE REMOVED. DELEGATED DESIGN CALCULATIONS

ARE TO BE SUBMITTED TO EOR FOR REVIEW PRIOR TO INSTALLATION OF PURLINS.

10. THE DELEGATED DESIGN FOR THE ROOF SYSTEM AND PURLINS SHALL BE WITHIN 5% OF THE WEIGHT OF

THE EXISTING SYSTEM. CONTRACTOR TO CORE EXISTING ROOF SYSTEM AND SUBMIT EXISTING ROOF

WEIGHT IN PSF. IF THE PROPOSED DESIGN EXCEEDS THIS 5% THRESHOLD IT IS THE CONTRACTOR'S

DELEGATED DESIGN ENGINEER'S RESPONSIBILITY TO VERIFY THE ADEQUACY OF THE EXISTING TRUSSES, COLUMNS, AND FOUNDATIONS FOR THE ADDITIONAL LOAD.

COLD-FORMED METAL FRAMING NOTES:

1. SUBMITTALS:

A. SUBMIT SHOP DRAWINGS INCLUDING LAYOUT AND TYPES OF DECK PANELS, ANCHORAGE

DETAILS, REINFORCING CHANNELS, PANS, CUT DECK OPENINGS, SPECIAL JOINTING,

ACCESSORIES, AND ATTACHMENTS TO OTHER CONSTRUCTION.

B. SUBMIT PRODUCT DATA FOR EACH TYPE OF DECK, ACCESSORY, AND PRODUCT INDICATED.

2. COMPLY WITH THE FOLLOWING CODES AND STANDARDS:

A. AISI / STEEL DECK INSTITUTE "C-2011 STANDARD FOR COMPOSITE STEEL DECK-SLABS"

B. AMERICAN WELDING SOCIETY (AWS) D1.3 "STRUCTURAL WELDING CODE- SHEET STEEL", 2015.

3. ROOF DECK CONNECTIONS: IN ACCORDANCE WITH DELEGATED DESIGN.

4. DESIGN ROOF DECK IN ACCORDANCE WITH THE FOLLOWING:

A. YIELD STRENGTH, Fy = 50 KSI

5. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, INSERTS, ETC., WITH SHOP DRAWINGS OF THE EQUIPMENT TO BE INSTALLED. SEE MECHANICAL DRAWINGS FOR

LOCATIONS OF PIPE SLEEVES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OPENINGS IN

ROOF.

6. ACCESSORIES:

A. GENERAL: PROVIDE MANUFACTURER'S STANDARD ACCESSORY MATERIALS FOR DECK THAT

COMPLY WITH REQUIREMENTS INDICATED.

B. FLEXIBLE CLOSURE STRIPS: VULCANIZED, CLOSED-CELL, SYNTHETIC RUBBER.

C. MISCELLANEOUS SHEET METAL DECK ACCESSORIES: STEEL SHEET, MINIMUM YIELD STRENGTH OF

33 KSI, NOT LESS THAN .0359-INCH DESIGN UNCOATED THICKNESS, OF SAME MATERIAL AND

FINISH AS DECK; OF PROFILE INDICATED OR REQUIRED FOR APPLICATION.

D. POUR STOPS AND GIRDER FILLERS: STEEL SHEET, MINIMUM YIELD STRENGTH OF 33 KSI, OF SAME

MATERIAL AND FINISH AS DECK, AND OF THICKNESS AND PROFILE RECOMMENDED BY SDI

SPECIFICATIONS AND COMMENTARY FOR OVERHANG AND SLAB DEPTH.

7. EXISTING ROOF DECK IS TO BE REPLACED IN IT'S ENTIRETY. THE NEW ROOF DECK SHALL BE DESIGNED

BY THE CONTRACTOR'S DELEGATED DESIGN ENGINEER TO MEET THE REQUIREMENTS OF 2023 FLORIDA

BUILDING CODE, FM 1-28, 1-29, AND 1-31. THE ROOF DECK DESIGN WILL INCLUDE THE IN-PLANE

DIAPHRAGM DESIGN FOR THE LATERAL LOADS FOR THE MWFRS (IN ACCORDANCE WITH FLORIDA

BUILDING CODE) PER EXISTING FLORIDA BUILDING CODE SECTION 707.3.2. THE DIAPHRAGM DESIGN

IS TO BE COMPLETED BY THE CONTRACTOR'S DELEGATED DESIGN ENGINEER AND CAN

INCORPORATE EXISTING IN-PLANE DIAPHRAGM BRACING.

8. THE DELEGATED DESIGN FOR THE ROOF SYSTEM AND PURLINS SHALL BE WITHIN 5% OF THE WEIGHT OF

THE EXISTING SYSTEM. CONTRACTOR TO CORE EXISTING ROOF SYSTEM AND SUBMIT EXISTING ROOF

WEIGHT IN PSF. IF THE PROPOSED DESIGN EXCEEDS THIS 5% THRESHOLD IT IS THE CONTRACTOR'S

DELEGATED DESIGN ENGINEER'S RESPONSIBILITY TO VERIFY THE ADEQUACY OF THE EXISTING TRUSSES, COLUMNS, AND FOUNDATIONS FOR THE ADDITIONAL…