224004 Palmetto 100% ADD 02 ARCH MAIN ARM_SS.pdf

MECHANICAL, PLUMBING ENGINEER

BAL ENGINEERING, INC.

154A Whitaker Road Lutz, Florida 33549

(t) 813.333.2103 Web: www.BALEngineering.com Email: bryant_lyle@BALEngineering.com

ELECTRICAL ENGINEER

MPS ENGINEERING, INC.

240 Pine Avenue North Oldsmar, Florida 34677

(t) 813.855.2721 Web: www.MPSENG.com Email: edwolanin@MPSENG.com

CIVIL ENGINEER

HAMILTON ENGINEERING & SURVEYING, LLC.

3409 W. Lemon Street, Tampa, Florida 33609

(t) 813.601.1849 Web: www.hamiltonengineering.us Email: lucasc@hamiltonengineering.us

A. ALTERNATE BID ITEM NO. 1: PARKING AREA - STORMWATER MITIGATION,

ASPHALT MILLING AND RESURFACE . CONNECT MAIN ARMORY ROOF DRAINS TO

UNDERGROUND STORM DRAIN SYSTEM.

B. ALTERNATE BID ITEM NO. 2: UPGRADE MAIN ARMORY BUILDING INTERIOR AND

EXTERIOR LIGHTING TO LED TO INCLUDE UNIT SIGN AND FLAGPOLE.

C. ALTERNATE BID ITEM NO. 3: REFINISH AND REPAINT COMPLETE EXTERIOR

STUCCO / BRICK FACADE WITH UP TO 4 COLOR SCHEME. INCLUDE THE PAIINTING

OF ALL EXTERIOR HM DOORS AND FRAMES IINCLUDING ALL INSIDE AND OUTSIDE

FACES.

D. ALTERNATE BID ITEM NO. 4: COMPLETE GLAZING REPLACEMENT OF

ALL EXISTING LAMINATED IMPACT GLAZING IN EXISTING ALUMINUM WINDOW

FRAME SYSTEMS AT THE EXTERIOR CLERESTORY LEVEL.

E. ALTERNATE BID ITEM NO. 5: COMPLETE GLAZING REPLACEMENT OF ALL

EXISTING LAMINATED IMPACT GLAZING IN EXISTING ALUMINUM WINDOW FRAME

SYSTEMS AT ALL THE EXTERIOR 1ST FLOOR LEVEL GLAZED OPENINGS. NEW

EXTERIOR FIXED WINDOWS & IMPACT GLAZING FOR KITCHEN ONLY.

F. ALTERNATE BID ITEM NO. 6: PROVIDE NEW 20'-0" WIDE (K-8 FORCE

PROTECTION) FENCE SYSTEM) DOUBLE SWING GATE WITH MANUAL FUNCTION TO

SOUTH SIDE OF POV PARKING. EXISTING DEAD MAN ANCHOR LAYOUT TO BE RE-

CONFIGURED FOR NEW GATE. COMPLETE FUNCTIONAL INSTALLATION REQUIRED.

G. ALTERNATE BID ITEM NO. 7: PROVIDE MILL AND OVERLAY OF THE NORTH &

EAST POV PARKING LOT AS INDICATED IN THE ATTACHED CIVIL DRAWINGS.

H. ALTERNATE BID ITEM NO. 8: PROVIDE NEW DEHUMIDIFIER AND MECHANICAL

AIR INSTALLED INTO THE TO THE EXISTING VAULT ROOM # 110 & #111.

LOCATION OF WORK

REPA Project No.:

DATE:

PALMETTO ESP RENOVATION

1107 14TH AVE W, PALMETTO, FL 34221

1910.09

MARCH 30, 2026

DMA CFMO # 224004

100% CONSTRUCTION DOCUMENTS

-- COVER

I CIVIL

C1.1 CIVIL COVER SHEET

C2.1 GENERAL CONSTRUCTION NOTES

C3.1 DEMOLITION PLAN

C4.1 SITE PLAN

C5.1 GRADING & DRAINAGE PLAN

C6.1 DETAILS

II ARCHITECTURAL

GA1.0 GENERAL ARCHITECTURAL

SA1.1 ARCHITECTURAL SITE PLAN

LS1.0 LIFE SAFETY PLAN

DSA1.1 EXISTING / DEMO SITE PLAN

DA1.1 EXISTING / DEMO FLOOR PLAN

DA1.2 EXISTING / DEMO CLERESTORY PLAN

DA4.1 EXISTING / DEMO ROOF PLAN

DA7.1 DEMO REFLECTED CEILING PLAN

A1.1 PROPOSED FLOOR PLAN

A1.2 PROPOSED CLERESTORY PLAN

A3.1 BUILDING EXTERIOR ELEVATIONS

A3.2 BUILDING EXTERIOR ELEVATIONS

A4.1 PROPOSED ROOF PLAN

A6.1 ENLARGED LATRINES & SHOWERS

A6.2 ENLARGED FRONT SIGN & FLAG POLE - FLOOR

PLANS, ELEVATIONS, & DETAILS

A7.1 REFLECTED CEILING PLAN

A8.1 DOOR AND WINDOW SCHEDULE, ELEVATION, &

DETAILS

A8.2 SECTIONS & DETAILS

A8.3 SECTIONS & DETAILS - TYPICAL FE7

CHAIN-LINK SECURITY FENCE

A8.4 SECTIONS & DETAILS - TYPICAL FE7

CHAIN-LINK SECURITY GATE

A8.5 SECTIONS & DETAILS - TYPICAL K-8 FENCE &

GATE AND DETAILS

A8.6 SECTIONS & DETAILS - TYPICAL K-8 FENCE &

GATE AND DETAILS

A8.7 SECTIONS & DETAILS - TYPICAL K-8 FENCE &

GATE AND DETAILS

A8.8 SECTIONS & DETAILS - TYPICAL K-8 FENCE &

GATE AND DETAILS

A8.9 SECTIONS & DETAILS - TYPICAL K-8 FENCE &

GATE AND DETAILS

A8.10 SECTIONS & DETAILS - TYPICAL K-8 FENCE &

GATE AND DETAILS

A8.11 SECTIONS & DETAILS - TYPICAL K-8 FENCE &

GATE AND DETAILS

WEB: WWW.REPARCH.COM / EMAIL: RHEADLAND@REPARCH.COM / CELL: (727) 212-8730

LIC. AA C001447 1609 Dr. Martin Luther King Jr. Street North • St. Petersburg, Florida • 33704-4203 • (727-821-2986)

ALTERNATE BID ITEMS ABI WORK LIST

IV MECHANICAL

M0.1 NOTES, LEGENDS, AND SCHEDULES

M0.2 SCHEDULES

M0.3 DETAILS

M0.4 DETAILS

M1.1 GROUND FLOOR MECHANICAL DEMOLITION

PLAN

M1.2 ROOF AND HIGH CEILING MECHANICAL

DEMOLITION PLAN

M2.1 GROUND FLOOR MECHANICAL RENOVATION

PLAN

M2.2 ROOF AND HIGH CEILING MECHANICAL

RENOVATION PLAN

V PLUMBING

P0.1 NOTES, LEGENDS, AND SCHEDULES

P0.2 DETAILS

P1.1 GROUND FLOOR PLUMBING DEMOLITION PLAN

P2.1 GROUND FLOOR PLUMBING RENOVATION PLAN

VI ELECTRICAL

E0.1 SYMBOLS LIST, DETAILS & NOTES

E0.2 PANEL SCHEDULES & RISER DIAGRAM

E1.1 ELECTRICAL SITE PLAN

E2.1 GROUND FLOOR DEMOLITION LIGHTING PLAN

E2.2 CLERESTORY FLOOR DEMOLITION LIGHTING

PLAN

E2.3 GROUND FLOOR DEMOLTION POWER PLAN

E2.4 CLERESTORY FLOOR DEMOLITION POWER

PLAN

E2.6 GROUND FLOOR- DEMOLTION FIRE ALARM

PLAN

E3.1 GROUND FLOOR PROPOSED LIGHTING PLAN

E3.2 CLERESTORY FLOOR PROPOSED LIGHTING

PLAN

E4.1 GROUND FLOOR PROPOSED POWER PLAN

E4.2 CLERESTORY FLOOR PROPOSED POWER PLAN

E5.1 GROUND FLOOR- PROPOSED FIRE ALARM

PLAN

INDEX OF DRAWINGS

CITY OF PALMETTO

Application # TBD Permit # TBD

601 17TH STYREET WEST, PALMETTO, FL, 34221

PHONE: (941) 721-2166

STATE FIRE MARSHALL

Application #: TBD SFM Permit #: TBD

INSPECTOR / SOUTH-WEST REGION

MR. CODY KELLY

EMAIL : Cody.Kelly@myfloridacfo.com

PHONE : (850) 413 - 3740

PERMIT REVIEW AGENCIES

STATEMENT OF COMPLIANCE:

TO THE BEST OF MY

KNOWLEDGE, THESE DRAWINGS

AND THE PROJECT MANUAL ARE

COMPLETE AND COMPLY WITH

THE FLORIDA BUILDING CODE.

FLORIDA BUILDING CODE (FBC)

8TH EDITION (2023)

FLORIDA FIRE PREVENTION

CODE 8TH EDITION (2023)

FLORIDA PRODUCT APPROVAL

PRODUCT

CATEGORY

SUB

CATEGORY

MANUFACTURER - BASIS OF

DESIGN

FL PRODUCT

APPROVAL NO.

PANEL WALLS WALL

LOUVER

GREENHECK FAN

CORPORATION

FL 16785.1-R5

WINDOWS FIXED WINCO WINDOW COMPANY -

MODEL #3250 FIXED

FL29634.1-R2

LOCATION MAP N

MAIN NATIONAL GUARD ARMORY BUILDING

1 06-17-26 ADDENDUM 02

1'

0.6h0.6h

0.6h

0.6h

0.2h h

13FT

0.6h

SF

COMPONENTS AND CLADDING DESIGN

EFFECTIVE WIND

AREA:

WALL

ZONES

ROOF

ZONES

POS

-113.7

-83.5

-63.2

NEG

ROOF SLOPE:

EXPOSURE CATEGORY C / MEAN ROOF HEIGHT =

22FT

FLAT

16.1

PRESSURES SHOWN ARE BASED ON NOMINAL WIND

SPEEDFOR ULTIMATE WIND PRESSURES DIVIDE BY

.6:

Pu = Pn / .6

ASD - NOMINAL WIND PRESSURES (PSF)

Vu = Vn / .6

RISK CATEGORY IV / WIND SPEED V(ult) 165 MPH

(ULTIMATE)

V(asd) 128 MPH (NOMINAL)

-53.2

39.7 -43.1

BASED ON 2023 FBC 8TH EDITION & ASCE

7-22

END ZONE WIDTH (a) IS ALL PERIMETER EDGES, HIPS, RIDGES

AND

CORNERS.(a) = .6h

(a) =

13FT

39.7

16.1

16.1

1' -36.316.1

FLAT ROOFS

A1.1

TYP

A1.1

1 Ref

R ef

1 Ref

R ef

Name Elevation

A1.1

TYP

1i

S#

N

1 DRAWING TITLE

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

A1.1

TYP

DRAWING TITLE

VIEW SCALE

SECTION NUMBER

LOCATION SHEET

DETAIL NUMBER

LOCATION SHEET

DETAIL NUMBER

LOCATION SHEET

ELEVATION NUMBER

LOCATION SHEET

ELEVATION MARKDOOR TAG

SPECIFIC NOTE

PARTITION TYPE

STOREFRONT TYPE

1t WINDOW / LOUVER TYPE

?00

CIVIL: PARKING AREA - RESEAL AND RESTRIPE THE NORTH & EAST POV PARKING LOT AS INDICATED IN THE ATTACHED

CIVIL DRAWINGS.

MECHANICAL: IN-KIND OR BETTER REPLACEMENT OF ALL SELECT MECHANICAL EQUIPMENT INCLUDING EXHAUST FANS

/ MAKEUP AIR ETC.

LATRINES - REPLACE EXHAUST AIR / FIXTURE REFRESH / NEW TRENCH DRAINS IN SHOWERS.

ELECTRICAL: PROVIDE SUPPORT FOR HVAC EQUIPMENT IN-KIND REPLACEMENT.

REPLACE STARTERS IN ALL EXHAUST FAN REPLACEMENT SOW.

INTERIOR ELECTRICAL OUTLETS - PROVIDE NEW FACEPLATES ONLY.

EXTERIOR ELECTRICAL OUTLETS - GFI / REPLACE RECEPTACLES AND WEATHERPROOF ENCLOSURES WHERE EXISTING

ARE BROKEN. COLOR MATCH EXISTING.

COMM ROOM 109 - NEW (HOFFMAN) FLOOR MOUNTED DATA CABINET PURCHASED / INSTALLED BY CONTRACTOR.

NEW FIRE ALARM SYSTEM.

PLUMBING: REPLACE EXTERIOR HOSE BIBS CONFIRM FUNCTIONALITY.

PROVIDE NEW FLUSH VALVES & FAUCETS AT ALL EXISTING PLUMBING FIXTURES - REFRESH.

ARCHITECTURAL: ROOM 107B MENS /105 WOMENS LATRINES - INSTALL FUNCTIONAL ADA SHOWER SEATS - POSTIVELY

RE-ATTACH TO WALL AND PROVIDE FULL FUNCTION.

PROVIDE IN MEN'S SHOWER AREA NEW OVERHEAD BRACED HDPE SHOWER PARTITIONS INCLUDING CURTAIN RAIL AND

CURTAINS TO MATCH EXISTING IN WOMEN'S SHOWER.

UNIT SIGN - RENOVATE / PATCH STUCCO REFINISH AND REPAINT.

FLAG POLE - PROVIDE CONCRETE BASE FOR UPLIGHTING INSTALLATION / 10' DIA 6"THK CONCRETE SLAB. PROTECT EXISTING MEMORIAL STRUCTURE. IF ABI #4 & #5 ARE NOT SELECTED, PROVIDE THE FOLLOWING ON THE BASE BID.

WINDOWS / WATERPROOFING - RE-CAULK - WET SEAL PERIMETER OF ALL WINDOW FRAMES TO STUCCO FACE IN ADDITION TO WET SEALING GLAZING TO WINDOW FRAME AS REQUIRED. EXISTING WINDOW AND GLAZING SYSTEMS TO

REMAIN / TINT GLAZING AT DRILL HALL CLERESTORY LEVEL.

ALL EXTERIOR BOLLARDS - REFINISH AND REPAINT WITH TRAFFIC YELLOW EPOXY / INCLUDING @ 10 BAY STORAGE

BUILDING.

SIGNAGE - EXISTING TO REMAIN / PROTECT.

ROOM FINISHES: ACOUSTICAL PANEL CEILING TILES - 100% APC TILE REPLACEMENT IN DRILL HALL 131 ONLY GRID TO REMAIN / OLD DRILL HALL TILE TO BE USED TO REPLACE OLD SOILED TILE IN REMAINDER OF BUILDING.

ALL EXISTING WINDOWS TO REMAIN - NEW ROLLER SHADES / 100% BLACKOUT FUNTION.

ROOM 101 ENTRY VESTIBULE - PROVIDE NEW WAINSCOT AT WALL FINISH TO MATCH RECRUITERS OFFICE / CLEAN, WAX, AND BURNISH EXIST. TERRAZZO FLOOR FINISH.

ROOM 102 / 103 RECRUITERS OFFICE - INTERIOR PAINTING ONLY. INSTALL MISSING WAINSCOT AND CHAIR RAIL.

MAIL / COPY ROOM 108 - EPOXY FLOORING / BASE.

MAIL / COPY ROOM 108 - AT EAST WALL: REMOVE AND DISPOSE OF ALL 4" STUD AND WALL FINISHES FOR THIS WALL TO THE FOLLOWING CONSTRAINTS. REMOVE 10'-0" WIDTH OF WALL CENTERED ON THE CORROSION AND 10'-0" HIGH FROM BOTTOM TRACK TO TOP TRACK. EXISTING 4" STUD WALL HAS FINISHES ON 1 SIDE ONLY. COORDINATE AND PROVIDE ELECTRICAL OUTLET REMOVAL AND SALVAGE ALL COMPONENTS FOR REINSTALLATION FOR DEMOLISHED PORTION OF THE WALL. / PROVIDE AND INSTALL NEW 4" GALV. STUDS WALL SYSTEM @ 16" O.C. WITH MRGWB PAINTED FINISH. NEW STUD WALL APPROX 10'-0" WIDE CENTERED ON THE CORRODED AREA. PROVIDE NEW FULL HEIGHT WALL WITH NEW TOP AND BOTTOM TRACK. PROVIDE NEW MRGWB PAINTED FINISH FOR THE REMAINING FULL LENGTH OF THE WALL

APPROX. 23'-0" IN WIDTH X 2'-0" HIGH.

ROOM 109 MECH/ELECTRICAL/COMM - NEW EPOXY FLOOR / BASE.

VAULT ROOM 110/111 - NEW EPOXY FLOOR / BASE.

EQUIPMENT AREAS ROOM 112/113 - NEW EPOXY FLOOR / BASE.

TABLES & CHAIRS ROOM 114 - NEW EPOXY FLOOR / BASE.

VESTIBULE VENDING ROOM 115 - CLEAN, WAX, AND BURNISH EXIST. TERRAZZO FLOOR FINISH.

MECH 1 / ROOM 116 - REPAINT / SEALED COCRETE W/ / BASE.

OFFICE 1 - ROOM 117 - REPAINT / LVT & BASE TO REMAIN / PROTECT.

OFFICE 2 - ROOM 118 - REPAINT / LVT & BASE TO REMAIN / PROTECT.

TRAINING ROOM 2 - ROOM 119 - REPAINT / VCT & BASE TO REMAIN / PROTECT. INSTALL RAF OVER EXIST. VCT.

TRAINING ROOM 1 - ROOM 120 - REPAINT / VCT & BASE TO REMAIN / PROTECT. INSTALL RAF OVER EXIST. VCT.

MECH 2 / ROOM 121 - REPAINT / VCT & BASE TO REMAIN / PROTECT.

COMM/1ST SG OFFICE / ROOM 122 / 123 - REPAINT / LVT & BASE TO REMAIN / PROTECT.

ROOM 124 MESS KITCHEN - CLEAN RESEAL GROUT @ EXISTING QUARRY TILE.

ROOM 125 MESS PORCH - NEW SCREEN ENCLOSURE.

BATTRY OFFICE AREA ROOM 126 - 130 - REPAINT / LVT & BASE TO REMAIN / PROTECT.

ROOM 131 DRILL HALL - CLEAN & SEAL EXIST. TERRAZZO FLOOR FINISH.

DOOR HARDWARE: - PROVIDE NEW WEATHER SEALS ON ALL EXTERIOR DOORS.

PROJECT DESCRIPTION: RENOVATION OF THE EXISTING

PALMETTO NATIONAL GUARD ARMORY

EXISTING FLOOR PLAN GSF: 17,142 GSF

NO NEW ADDITIONAL AREAS

TOTAL GROSS SQUARE FEET: 17,142 GSF

OCCUPANT LOAD CALCULATIONS: TOTAL OCCUPANTS: 597

(SEE LIFE SAFETY FOR DETAILS ON FBC TABLE 1004.5 AND NFPA 101:7.3.1.2)

OCCUPANCY CLASSIFICATION / CONSTRUCTION TYPE:

CLASSIFICATION OF WORK: EXISTING BUILDING -

ALTERATION LEVEL 1

OCCUPANCY CLASSIFICATION: B - BUSINESS / A-3 ASSEMBLY

CONSTRUCTION TYPE: TYPE IIB (UNPROTECTED)

(NON - SPRINKLERED)

PROJECT HEIGHT: EXISTING- 25' HIGH +/-

NUMBER OF STORIES: 1 STORY

AUTOMATIC SPRINKLERS: NON - SPRINKLERED

FIRE ALARM SYSTEM: YES - NEW PROVIDED

FLOOR CALCULATIONS:

OCCUPANCY CLASSIFICATION: B - BUSINESS

EGRESS - MAX. ALLOWABLE 163' - 2" ≤ 200' - 0" MAX. ALLOWABLE

TRAVEL DISTANCE: PER TABLE 1017.2 FBC 2023

FBC SECTION 1005 & FLORIDA FIRE PREVENTION CODE: CHAPTER 10

DOORS. 2 INCHES PER OCCUPANT (597 x 0.2)= 119.4" REQUIRED /

312" EXIST. PROVIDED

CORRIDOR 44 ” MINIMUM CLEAR REQUIRED / 48" EXIST. PROVIDED

61" MIN. CLR. EXIST. PROVIDED

EXIT DOORS 32 ” CLEAR MIN. OPENING WIDTH REQUIRED /

(2) 36" EXIST. PROVIDED

(2) 72" EXIST. PROVIDED

(1) 96" EXIST. PROVIDED

FBC TABLE 1006.3.2.

MIN. NUMBER OF EXITS OR ACCESS TO EXITS PER STORY:

501 - 1,000 = 3

OCC. LOAD 5 EXISTING EXITS

FCB TABLE 1017.2. EXIT ACCESS TRAVEL DISTANCE:

A - 200' WITHOUT SPRINKLER SYSTEM

B - 200' WITHOUT SPRINKLER SYSTEM

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:2

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

GA1.0

GENERAL

ARCHITECTURAL

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

ARCHITECTURAL ABBREVIATIONS DRAWING LEGEND

AB ANCHOR BOLT

ACOUST ACOUSTICAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ACOUSTIC PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AT ACOUSTICAL TILE

BD BOARD

BFE BASE FLOOD ELEVATION

BLDG BUILDING

BM BEAM

BOT BOTTOM

BUR BUILT-UP ROOFING

C.F.C.I. CONTRACTOR FURNISHED

AND CONTRACTOR

INSTALLED

CAB CABINET

CG CORNER GUARD

CI CAST IRON

CJ CONTROL JOINT

CL CLEAR

CLO CLOSET

CMU CONCRETE MASONRY UNIT

CNT COUNTER

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DWG DRAWING

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

FC FURRING CHANNEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR

FR FIRE RATED

GA GUAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED

CEMENT

GFRG GLASS FIBER REINFORCED

GYPSUM

GL GLASS

GR GRADE

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIB

HT HEIGHT

HVAC HEATING, VENTILATING, & AIR

CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

DIMENSION NOTES

1 ALL DOOR FRAME OPENINGS IN MASONRY SHALL BE 3'-4" MO UNO

2 ALL DIMENSION STRINGS SHALL BE TO FACE OF WALL STRUCTURE

(IE CMU, MTL STUD FRAMING)

3 DIMENSION STRINGS NOTED AS CLEAR SHALL BE TO FACE OF

FINISHED WALL OR PARTITION (IE FACE OF GWB, PLASTER, OR TILE)

4 DOOR JAMB RETURNS IN MASONRY WALLS TO HINGE SIDE SHALL BE

8" NOM UNO

5 DOOR JAMB RETURNS IN MTL FRAMING WALLS TO HINGE SIDE

SHALL BE 4" NOM UNO

JT JOINT

KIT KITCHEN

KW KILOWATT

L LENGTH

LAM LAMINATE

LAV LAVATORY

LF LINEAR FEET

LKR LOCKER

LL LEAD LINED

MCJ MASONRY CONTROL JOINT

MFD MANUFACTURED

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MORROR

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MRGWB MOISTURE-RESISTANT

GYPSUM WALL BOARD

MT METAL THRESHOLD

MTD MOUNTED

MTL METAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLWD PLYWOOD

PNT PAINT

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REC RECEPTACLE

REF REFRIGERATOR

REG REGLET

REINF REINFORCED

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

SCHD SCHEDULE

SCRN SCREEN

SEC SECTION

SH SHELF

SHT SHEET

SIM SIMILAR

SP SPACE

SPECS SPECIFICATIONS

SS STAINLESS STEEL

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

TB TOGGLE BOLT

TC TOILET COMPARTMENT

TEL TELEPHONE

TEMP TEMPERATURE

TPD TOILET PAPER DISPENSER

TYP TYPICAL

UC UNDERCOUNTER

UTIL UTILITY

VB VINYL BASE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALLCOVERING

W WIDTH

W/ WITH

WC WATER CLOSET

WD WOOD

WP WEATHER PROOF

WWF WELDED WIRE FABRIC

SCOPE OF WORK - BASE BID

NOTE: REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE

ALTERNATE BID ITEMS SCOPE OF WORK.

APPLICABLE CODES

2023 FLORIDA BUILDING CODE - BUILDING

2023 FLORIDA BUILDING CODE - EXISTING BUILDING

2023 FLORIDA BUILDING CODE - MECHANICAL

2023 FLORIDA BUILDING CODE - PLUMBING

2023 FLORIDA BUILDING CODE - FUEL GAS

2023 FLORIDA BUILDING CODE - TEST PROTOCOLS

2023 FLORIDA BUILDING CODE - ENERGY

2023 FLORIDA BUILDING CODE - ACCESSIBILITY

2020 NFPA 70 NATIONAL ELECTRICAL CODE

2023 FLORIDA FIRE PREVENTION CODE, 8th EDITION

BUILDING CODE SUMMARY

1 06-17-26 ADDENDUM 02

GENERAL PROJECT NOTES

A ISOLATE ALL DISSIMILAR MATERIALS, TYP.

B SEALERS TO BE COMPATIBLE WHERE IN CONTACT W/ ONE ANOTHER AND OTHER

MATERIALS.

C CONTRACTOR SHALL HAVE PORTABLE FIRE EXTINGUISHER ON SITE AND AVAILABLE AT

ALL TIMES.

D CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO PERFORM THEIR PROJECT.

E DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL

BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO

CONTINUATION OF WORK.

F USER GROUP TO RELOCATE ALL NON-FIXED EQUIPMENT PRIOR TO CONTRACTORS

NOTICE TO PROCEED.

G CONTRACTOR TO BE RESPONSIBLE FOR RELOCATION/ STORAGE/ RE-INSTALLATION OF

ALL FIXED EQUIPMENT. CONSULT WITH OWNER REGARDING AVAILABILITY OF ON-SITE

STORAGE.

H CONTRACTOR TO PROVIDE DETAILED SPECIFIC WORK PLAN WITH COMPLETE

DURATION PRIOR TO STARTING ANY WORK. PRIOR TO CONTRACTORS NTP.

I ALL NEW MECHANICAL UNITS TO BE PROVIDED WITH REQUIRED REFRIDGERANT FOR

FULL EFFECTIVE OPERATION.

J ANY UTILITY OUTAGE THAT EXCEEEDS 2 HOURS, CONTRACTOR IS TO PROVIDE FULL

PROVISION TO MAINTAIN OPERATIONS AT ALL TIMES.

K ALL EXISTING CONDITIONS ARE TO BE REVIEWED BY THE CONTRACTOR AND

ACCOUNTED WITH REGARD TO THE CONTRACT SCOPE OF WORK.

L ARMORY IS TO BE OCCUPIED THROUGHOUT THE CONSTRUCTION PERIOD, FULL

COORIDNATION WITH THE UNIT IS REQUIREMNED FOR THE COMPLETE DURATION OF

THE WORK.

M COORDINATE FOR TEMPORARY SHOWER FACILITIES / LATRINES DURING DRILL WEEK.

COORDIATE WITH CFMO PM & UNIT.

x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

S

S

SSS

WV

WV

WV

WV

H Y D

WV

x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxx

UC

U-

O N E

S T O R Y

B

LO

C K

C H U R C H

ONE STORY

BLOCK AND WOOD

BUILDING

ONE STORY

BLOCK

BUILDING

LOT 1LOT 2LOT 3LOT 4LOT 5

LOT 6

LOT 7LOT 8LOT 1LOT 2LOT 3

LOT 12 LOT 13

LOT 14

LOT 9 LOT 10

LOT 11 LOT 12

LOT 15

LOT 16

LOT 1

LOT 2

LOT 3

LOT 4

LOT 5 LOT 6

LOT 7

(NOT INCLUDED)

LOT 4 LOT 3 LOT 2 LOT 1

LOT 11 LOT 12 LOT 13 LOT 14

14"OAK

28"OAK

48"OAK

48"OAK

4-24"OAKS

2-14"OAKS

1-20"OAK

1-15"OAK

48"OAK

12"OAK

10"OAK

20"OAK

26"OAK

18"OAK

30"OAK

60"OAK

48"TWIN OAK

4-14"OAKS

1-12"OAK

2-18"OAKS

2-20"OAKS

48"OAK

30"OAK

52"OAK

30"OAK

48"OAK

48"OAK 24"OAK 14"OAK

38"TWIN OAK

CLUSTER OF OAKS

CLUSTER OF

TREES

8"PALM

24"OAK

18"OAK

30"OAK

8"PALM

10"PALM

8"PALM

8"PALM

E E E E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E X11.5'

X11 .4'

X11.3'

X11 .1'

X10 .2'

X1 0.

9'

X10.9'

X1 1.

4'

X10 .7'

X11 .4'X12

.2'

X11 .2'X1

1.2

X10 .3'

X10 .6'

X9.7

X10 .5'

X11 .2'

X10 .9'

X12.6'

X10.8'

X10.9'

X10 .5'

X1 1.3

X11.5'

X1 1.4

X10 .2'

X12.2'

X10 .4'

X12 .5' X10

.66

X .5

X10 .6'

X11 .0'

X11.2'

X10 .8' X10

.5' X12

.0' X12

.0'

X12 .1'

X11 .2'

X12.4'

X12 .4'

X11 .6'

X11 .5'

X11 .7'

X11 .7'

X 11.5

X11.6'

X11.4'

X11 .4'

X11.3'

X11 .2'

X11 .3'

X11 .5'

X12.

1'

X12 .2'

X11.9' X11.7'

X .8

X11.7'

X12.0

X11.7'

X11.9'

X12.0'

X12 .2'

X12 .8'

X12 .2'

X11 .4'

X11 .2'

X11 .1'

X12 .3'

X12 .6'

X1 2.

8'X1

1.

3' X

.4

X12 .4' X1

2.

4'

X12 .7'

X12 .3'

X1 2.

6'

X1 2.

5'

X1 2.

1'

X12 .1'

X1 1.4

'X1 1.6

X1 1.9

X1 1.6

X1 1.7

X1 1.8

X1 1.7

X1 1.7

X11

.8'

X1 1.4

X1 1.6

X1 0.9

X1 1.0

X .5

X1 1.7

X1 1.1

X1 1.7

X1 1.4

X1 1.3

X1 1.5

X1 1.7

X1 1.5

X1 1.9

X1 1.6

X .5

X1 1.6

'X .5 ' X11.4' X1

1.4

X1 1.6

X1 1.3

X1 1.9

X1 1.4

X1 1.8

X1 2.0

X1 1.8

X1 2.5

X1 2.3

' X1 2.3

X1 2.6

X12.5'

X .4

X1 2.6

X11.5'

X1 2.3

X1 1.8

X .6

X1 2.8

X1 2.5

X1 1.8

X1 2.2

X .3

X1 2.6

'X .8

X .0

X1 1.4

X1 1.6

X1 1.5

X11

.9'

X1 2.0

X1 2.2

X1 2.3

X12.8'

X1 2.

0'

X1 1.8

X1 1.0

X1 0.9

X11.2'

X1 1.3

X11.2'

X1 1.2

X11.4'

X11 .3'

X10 .2'

X10.3'

X10 .2'

X1 0.

3'

X10 .2'

X10 .4'

X .5

X10 .6'

X10 .4'X1

0.

6'

X11 .0'X12

.1'

X10 .7' X

.1 ' X11

.8'

X11 .4'

X11 .4'

X12 .0'

X12 .2'

X12 .0'X11

.6' X10

.7' X10

.4' X10

.4'

X9 .0'X10

.5' X10

.4'

X9 .1'

X9 .5'

X9 .7'

X10 .6'

X11 .3'X11

.2'X11 .2'

X11 .1'

X11 .0'

X10 .6'

X10 .2'

X10 .7'

X11 .1' X9

.8'

X10 .5'

X10 .4'

X10 .8'

X10 .4'

X10 .5'

X10 .7'

X11 .7'

X11 .8'

X12 .8'

X11 .8'

X11 .1'

X1 1.5

X1 1.4

X1 2.

0'

X11.3'

X1 1.3

X1 1.1

X1 0.8

X1 1.8

X1 1.6

X1 0.6

X1 2.1

X1 2.5

X1 2.4

X1 1.0

X1 1.3

X1 1.3

X1 1.7

X1 1.1

X1 1.0

X1 0.

8'

X1 0.

6'

X1 0.

6'

X1 0.

9'

X .0

X1 1.0

X1 1.6

WM

FIELD BOOK , PAGE (SEE FILE)

DATE OF FIELD SURVEY: 04/29/06

REVISED: 12/21/06, ADDED MORE TOPO AND LOCATION

16' ALLEY (VACATED)

SPEAR AVENUE 50' WIDE (VACATED)

LE

E

S T R E E T

W

ID

E

(V A C A T E D

(20' WIDE PAVEMENT) (50' R/W)

(2 W

ID

E

P A V E M E N T (4 R W P

POINT OF COMMENCEMENT

SE CORNER OF NE 1/4 OF

SECTION 15-34-17, MANATEE

COUNTY, FLORIDA.

N O R T H

.9 1' (D

WEST 33.00'(D)

WEST 473.00'(D)

S O U T H

.7 (D )N

O R T H

.7 (D

EAST(ASSUMED) 473.00'+/-(D) 473.07'(M)

POINT OF BEGINNING

33' WEST & 175.91'

NORTH OF SE

CORNER OF NE 1/4

OF SECTION

15-34-17

S. BOUNDARY LINE OF

LOT 1, BLOCK 8, ALSO

BEING THE NORTH

BOUNDARY LINE OF A

PLATTED ALLEY

SOUTH BOUNDARY LINE OF

LOT 1, BLOCK 7

S. RIGHT OF WAY LINE OF

12th STREET

S 89°59'53" W 473.09'(M)

N

'2 W

.6 M

S

'2 E

.6 '(M

N

'0 W

.9 M

CONC. PIPE

END SECTION

24.3'

.2

150.3'

150.3'

.2

.3

CONC.

PAD

CONC.

PAD

C O N C R E T E

ASPHALT ROAD

ASPHALT DRIVEWAY

C O N C R E T E

S

ID

E W A

LK

12" HDP PIPE

INV.=9.14'

PAD

CONC.

SHED

18'

7.

6'

C O N C R E T E

S

ID

E W A

LK

12" RCP PIPE

END SECTION

CONC. PIPE

INV.=10.0'

6' CHAINLINK FENCE

6' CHAINLINK FENCE

C H A

IN

LI

N K

F E N C E

ONE STORY

CHP BUILDING

FINISHED FLOOR

ELEVATION = 12.92'

ELEVATION = 11.95'

FINISHED FLOOR

METAL BUILDING

ONE STORY

BENCHMARK

SET NAIL & DISC IN PAVEMENT

TOP OF NAIL

ELEVATION = 12.05'

BENCHMARK

SET NAIL & DISC IN PAVEMENT

TOP OF NAIL

ELEVATION = 12.42'

.0

.9

80.1'

80.1'

.2

.0

130.2'

130.1'

WM

PROPANE

TANK

MW

MW

C H A

IN

LI

N K F

EN

C E

LIGHT

P

LA

T T E D

R W

(PLATTED ALLEY)

POND

TOE OF SLOPE

TOP OF SLOPE

CONC. TRANSFORMER

PAD

FOUND I/R

(LB613)

FOUND I/R

(LB613)

CHAINLINK FENCE

CHAINLINK FENCE

TENNIS COURT

"R C P

D.R.A.

INV.=9.03'

INV.=9.14'

TO

P

O F D .R .A

BARRY AVENUE(P) 12tH STREET WEST(F)

H A R L E E

S T R E E T (P th

A V E N U E

W E S T (F

WM

GFI

DN

DN

X X

XX X

METAL ROOFING

SYSTEM

CONCRETE

SLAB

NEW LIME ROCK

BASE / GRAVEL

CHAIN-LINK FE-7

FENCE SYSTEM.

PROPERTY LINE

PR

O

PE

R

TY

L

IN

E

PROPERTY LINE

EXISTING 1 STORY

NATIONAL GUARD

ARMORY BUILDING

F.F.E.= 12.94

EXISTING STORAGE BUILDING

F.F = 25.67

PR

O

PE

R

TY

L

IN

E

EXIST MOTOR POOL

STORAGE BLDG.

EXIST.

MAINTENANCE

BAY

12" CONC.

CURB TYP.

WATER TANK

CONC.

PAD PARKING AREA

ASPHALT

ASPHALT

CROSS W

ALK

PA

R

K

IN

G A

R

EA

CONC.

PAD

CONC.

PAD

EXIST

DUMPSTER

PA

R

K

IN

G A

R

EA

FLAG

POLE UNIT

SIGN

A6.2

A6.2

ABI #01

EXIST.

SHED

NEW.

CONC.

RAMP

ABI #01

ABI

#01

TYP

TYP

3 ABI #01

ABI #01

TYP

TYP

TYP

TYP

TYP

ABI

#02

TYP

TYP

TYP

TYP

ABI #03

ABI #03

ABI#06 14

ABI #07

ABI

#07

ABI#0617

ABI

#01

4'

0"

ABI

#07

ABI #01

20' - 0"

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:3

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

SA1.1

ARCHITECTURAL

SITE PLAN

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

GENERAL SITE NOTES

A REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE ALTERNATE BID ITEMS SCOPE OF WORK.

B ROOF SYSTEM TO REMAIN AND TO PROTECT TO ENSURE THE WARRANTY IS NOT VOIDED AND THE LIGHTNING

PROTECTION MASTER LABEL CERTIFICATE IS NOT COMPROMISED. GC TO COORDINATE ALL WORK ON THE ROOF

WITH THE ROOFING SUBCONTRACTOR.

C REFERENCE ENVIRONMENTAL REPORT IN ADDENDUM # 2 FOR ENVIRONMENTAL SURVEYS OF ASBESTOS AND LEAD FOR THIS BUILDING. ANY WORK THAT INTERFACES WITH CONTAMINATED MATERIALS AS OUTLINED IN THE ENVIRONMENTAL SURVEYS SHALL BE PERFORMED PER THE RECOMMENDATIONS IN THE REPORT AND FOLLOW

ALL APPLICABLE STANDARDS FOR ABATEMENT AND REMEDIATION.

D ALL ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTIRICAL WORK IS TO COMPLY WITH THE FBC

REQUIREMENTS AND ALL AUTHORITIES HAVING JURISDICTION.

E COORDINATE FULL SCOPE OF WORK W/ CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

F VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS FOR THE PROPOSED SCOPE OF WORK. NOTIFY ARCHITECT

OF ANY DISCREPANCIES.

G AT LOCATIONS WHERE SYSTEMS AND ACCESSORIES HAVE BEEN REMOVED, PATCH AND REPAIR TO BE FLUSH

AND MATCH ADJACENT FINISHES.

H COORDINATE ALL SITE ACCESS & LAY DOWN AREA W/ OWNER.

I SECURE ALL EXTERIOR OPENINGS IN THE BUILDING ENVELOPE AT THE END OF WORK EACH DAY.

J PROTECT EXISTING EXFILTRATION SYSTEM FROM ALL LOADING.

SPECIFIC NOTES

1 IF ABI #01 IS SELECTED: NEW ASPHALT OVER NEW STORM DRAIN TO THE POND. REFER TO CIVIL DRAWINGS FOR

COMPLETE SCOPE OF WORK.

2 IF ABI #01 IS SELECTED: RESURFACE & RE-STRIPE POV PARKING LOT. PROVIDE NEW REINFORCED CONCRETE AS

REQUIRED. REFER TO CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK.

3 IF ABI #01 IS SELECTED: DOWNSPOUTS - CONNECT ALL DOWNSPOUTS TO UNDERGROUND CIVIL. RE-GRADE RE-SOD AROUND ALL DOWNSPOUT AREAS FOLLOWING CIVIL CONNECTION. REFER TO CIVIL DRAWINGS FOR

COMPLETE SCOPE OF WORK.

4 NEW CONDENSING UNIT ON EXISTING 6" CONC. MECH. SUPPORT PADS. REFER TO MECHANICAL DRAWINGS FOR

COMPLETE SCOPE OF WORK.

5 IF ABI #01 IS SELECTED: PREPARE AREA FOR NEW CONDENSATE CONNECTION TO NEW STORM. REFER TO MECHANICAL / CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK . REMOVE DRYWELL FROM SCOPE OF WORK IF ABI IS SELECTED. / IF ABI #01 IS NOT SELECTED: PROVIDE NEW DRYWELL. REFER TO MECHANICAL DRAWINGS.

6 IF ABI #02 IS SELECTED: NEW LED EXTERIOR LIGHTING FIXTURES. INCLUDING STORAGE BUILDING / UNIT SIGN / FLAG POLE / AND BUILDING MOUNTED FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR COMPLETE SCOPE OF

WORK.

7 NEW RECEPTACLES AND WEATHERPROOF ENCLOSURES AT ALL EXTERIOR ELECTRICAL OUTLETS - GFI. REFER

TO ELECTRICAL DRAWINGS FOR COMPLETE SCOPE OF WORK.

8 NEW EXTERIOR HOSE BIBS. VERIFY TOTAL QUANTITY IN FIELD. REFER TO PLUMBING DRAWINGS.

9 RENOVATED UNIT SIGN. REFER TO A6.2 SHEET FOR COMPLETE SCOPE OF WORK.

10 RENOVATED LED FLAG POLE LIGHT FIXTURE AND CONCRETE SLAB. FLAG POLE AND FOUNDATION TO REMAIN / PROTECT. REFER TO A6.2 SHEET FOR COMPLETE SCOPE OF WORK. PROTECT EXISTING MEMORIAL STONE.

11 ALL EXTERIOR BOLLARDS - REFINISH AND REPAINT WITH TRAFFIC YELLOW EPOXY / INCLUDING @ 10 BAY

STORAGE BUILDING.

12 EXISTING FE-7 FENCE SYSTEM / GATES TO REMAIN. PROTECT. TYP.

13 IF ABI #03 IS SELECTED: REFINISH AND REPAINT COMPLETE EXTERIOR STUCCO FACADE INCLUDING BRICK FACADE, AND THE PAIINTING OF ALL EXTERIOR HM DOORS AND FRAMES IINCLUDING ALL INSIDE AND OUTSIDE

FACES. ETC. / 4 COLOR SCHEME MAX. REFER TO EXTERIOR ELEVATIONS.

14 IF ABI #06 IS SELECTED: PROVIDE NEW 20'-0" WIDE (K-8 FORCE PROTECTION FENCE SYSTEM) DOUBLE SWING GATE WITH MANUAL FUNCTION TO SOUTH SIDE OF POV PARKING. EXISTING DEAD MAN ANCHOR LAYOUT TO BE

RE-CONFIGURED FOR NEW GATE. COMPLETE FUNCTIONAL INSTALLATION REQUIRED.

15 IF ABI #07 IS SELECTED: PROVIDE MILL AND OVERLAY OF THE NORTH & EAST POV PARKING LOT AS INDICATED IN

THE ATTACHED CIVIL DRAWINGS.

16 IF ABI #06 IS SELECTED: PROVIDE NEW 4'W X 6'H SINGLE SWING FE-7 GATE. REFER TO A8.3 & A8.4 FOR TYPICAL FE-7 CHAIN-LINK FENCE & GATE DETAILS. REFER TO CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK.

17 EXISTING CU UNIT TO REMAIN. COORD. WITH MECHANICAL DRAWINGS.

SITE PLAN LEGEND

N

1" = 30'-0"SA1.1

1 ARCHITECTURAL SITE PLAN

1 06-17-26 ADDENDUM 02

x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

S

S

SSS

WV

WV

WV

WV

H Y D

WV

x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxx

UC

U-

O N E

S T O R Y

B

LO

C K

C H U R C H

ONE STORY

BLOCK AND WOOD

BUILDING

ONE STORY

BLOCK

BUILDING

LOT 1LOT 2LOT 3LOT 4LOT 5

LOT 6

LOT 7LOT 8LOT 1LOT 2LOT 3

LOT 12 LOT 13

LOT 14

LOT 9 LOT 10

LOT 11 LOT 12

LOT 15

LOT 16

LOT 1

LOT 2

LOT 3

LOT 4

LOT 5 LOT 6

LOT 7

(NOT INCLUDED)

LOT 4 LOT 3 LOT 2 LOT 1

LOT 11 LOT 12 LOT 13 LOT 14

14"OAK

28"OAK

48"OAK

48"OAK

4-24"OAKS

2-14"OAKS

1-20"OAK

1-15"OAK

48"OAK

12"OAK

10"OAK

20"OAK

26"OAK

18"OAK

30"OAK

60"OAK

48"TWIN OAK

4-14"OAKS

1-12"OAK

2-18"OAKS

2-20"OAKS

48"OAK

30"OAK

52"OAK

30"OAK

48"OAK

48"OAK 24"OAK 14"OAK

38"TWIN OAK

CLUSTER OF OAKS

CLUSTER OF

TREES

8"PALM

24"OAK

18"OAK

30"OAK

8"PALM

10"PALM

8"PALM

8"PALM

E E E E E E E E E E E E E E E E E E E E E E E E E E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E X11.5'

X11 .4'

X11.3'

X11 .1'

X10 .2'

X1 0.

9'

X10.9'

X1 1.

4'

X10 .7'

X11 .4'X12

.2'

X11 .2'X1

1.2

X10 .3'

X10 .6'

X9.7

X10 .5'

X11 .2'

X10 .9'

X12.6'

X10.8'

X10.9'

X10 .5'

X1 1.3

X11.5'

X1 1.4

X10 .2'

X12.2'

X10 .4'

X12 .5' X10

.66

X .5

X10 .6'

X11 .0'

X11.2'

X10 .8' X10

.5' X12

.0' X12

.0'

X12 .1'

X11 .2'

X12.4'

X12 .4'

X11 .6'

X11 .5'

X11 .7'

X11 .7'

X 11.5

X11.6'

X11.4'

X11 .4'

X11.3'

X11 .2'

X11 .3'

X11 .5'

X12.

1'

X12 .2'

X11.9' X11.7'

X .8

X11.7'

X12.0

X11.7'

X11.9'

X12.0'

X12 .2'

X12 .8'

X12 .2'

X11 .4'

X11 .2'

X11 .1'

X12 .3'

X12 .6'

X1 2.

8'X1

1.

3' X

.4

X12 .4' X1

2.

4'

X12 .7'

X12 .3'

X1 2.

6'

X1 2.

5'

X1 2.

1'

X12 .1'

X1 1.4

'X1 1.6

X1 1.9

X1 1.6

X1 1.7

X1 1.8

X1 1.7

X1 1.7

X11

.8'

X1 1.4

X1 1.6

X1 0.9

X1 1.0

X .5

X1 1.7

X1 1.1

X1 1.7

X1 1.4

X1 1.3

X1 1.5

X1 1.7

X1 1.5

X1 1.9

X1 1.6

X .5

X1 1.6

'X .5 ' X11.4' X1

1.4

X1 1.6

X1 1.3

X1 1.9

X1 1.4

X1 1.8

X1 2.0

X1 1.8

X1 2.5

X1 2.3

' X1 2.3

X1 2.6

X12.5'

X .4

X1 2.6

X11.5'

X1 2.3

X1 1.8

X .6

X1 2.8

X1 2.5

X1 1.8

X1 2.2

X .3

X1 2.6

'X .8

X .0

X1 1.4

X1 1.6

X1 1.5

X11

.9'

X1 2.0

X1 2.2

X1 2.3

X12.8'

X1 2.

0'

X1 1.8

X1 1.0

X1 0.9

X11.2'

X1 1.3

X11.2'

X1 1.2

X11.4'

X11 .3'

X10 .2'

X10.3'

X10 .2'

X1 0.

3'

X10 .2'

X10 .4'

X .5

X10 .6'

X10 .4'X1

0.

6'

X11 .0'X12

.1'

X10 .7' X

.1 ' X11

.8'

X11 .4'

X11 .4'

X12 .0'

X12 .2'

X12 .0'X11

.6' X10

.7' X10

.4' X10

.4'

X9 .0'X10

.5' X10

.4'

X9 .1'

X9 .5'

X9 .7'

X10 .6'

X11 .3'X11

.2'X11 .2'

X11 .1'

X11 .0'

X10 .6'

X10 .2'

X10 .7'

X11 .1' X9

.8'

X10 .5'

X10 .4'

X10 .8'

X10 .4'

X10 .5'

X10 .7'

X11 .7'

X11 .8'

X12 .8'

X11 .8'

X11 .1'

X1 1.5

X1 1.4

X1 2.

0'

X11.3'

X1 1.3

X1 1.1

X1 0.8

X1 1.8

X1 1.6

X1 0.6

X1 2.1

X1 2.5

X1 2.4

X1 1.0

X1 1.3

X1 1.3

X1 1.7

X1 1.1

X1 1.0

X1 0.

8'

X1 0.

6'

X1 0.

6'

X1 0.

9'

X .0

X1 1.0

X1 1.6

WM

FIELD BOOK , PAGE (SEE FILE)

DATE OF FIELD SURVEY: 04/29/06

REVISED: 12/21/06, ADDED MORE TOPO AND LOCATION

16' ALLEY (VACATED)

SPEAR AVENUE 50' WIDE (VACATED)

LE

E

S T R E E T

W

ID

E

(V A C A T E D

(20' WIDE PAVEMENT) (50' R/W)

(2 W

ID

E

P A V E M E N T (4 R W P

POINT OF COMMENCEMENT

SE CORNER OF NE 1/4 OF

SECTION 15-34-17, MANATEE

COUNTY, FLORIDA.

N O R T H

.9 1' (D

WEST 33.00'(D)

WEST 473.00'(D)

S O U T H

.7 (D )N

O R T H

.7 (D

EAST(ASSUMED) 473.00'+/-(D) 473.07'(M)

POINT OF BEGINNING

33' WEST & 175.91'

NORTH OF SE

CORNER OF NE 1/4

OF SECTION

15-34-17

S. BOUNDARY LINE OF

LOT 1, BLOCK 8, ALSO

BEING THE NORTH

BOUNDARY LINE OF A

PLATTED ALLEY

SOUTH BOUNDARY LINE OF

LOT 1, BLOCK 7

S. RIGHT OF WAY LINE OF

12th STREET

S 89°59'53" W 473.09'(M)

N

'2 W

.6 M

S

'2 E

.6 '(M

N

'0 W

.9 M

CONC. PIPE

END SECTION

24.3'

.2

150.3'

150.3'

.2

.3

CONC.

PAD

CONC.

PAD

C O N C R E T E

ASPHALT ROAD

ASPHALT DRIVEWAY

12" HDP PIPE

INV.=9.14'

PAD

CONC.

SHED

18'

7.

6'

C O N C R E T E

S

ID

E W A

LK

12" RCP PIPE

END SECTION

CONC. PIPE

INV.=10.0'

6' CHAINLINK FENCE

6' CHAINLINK FENCE

C H A

IN

LI

N K

F E N C E

ONE STORY

CHP BUILDING

FINISHED FLOOR

ELEVATION = 12.92'

ELEVATION = 11.95'

FINISHED FLOOR

METAL BUILDING

ONE STORY

BENCHMARK

SET NAIL & DISC IN PAVEMENT

TOP OF NAIL

ELEVATION = 12.05'

BENCHMARK

SET NAIL & DISC IN PAVEMENT

TOP OF NAIL

ELEVATION = 12.42'

.0

.9

80.1'

80.1'

.2

.0

130.2'

130.1'

WM

PROPANE

TANK

MW

MW

C H A

IN

LI

N K F

EN

C E

LIGHT

P

LA

T T E D

R W

(PLATTED ALLEY)

POND

TOE OF SLOPE

TOP OF SLOPE

CONC. TRANSFORMER

PAD

FOUND I/R

(LB613)

FOUND I/R

(LB613)

CHAINLINK FENCE

CHAINLINK FENCE

TENNIS COURT

"R C P

D.R.A.

INV.=9.03'

INV.=9.14'

TO

P

O F D .R .A

BARRY AVENUE(P) 12tH STREET WEST(F)

H A R L E E

S T R E E T (P th

A V E N U E

W E S T (F

WM

GFI

DN

X X

XX X

PROPERTY LINE

PR

O

PE

R

TY

L

IN

E

PROPERTY LINE

EXISTING 1 STORY

NATIONAL GUARD

ARMORY BUILDING

F.F.E.= 12.94

EXISTING STORAGE BUILDING

F.F = 25.67

PR

O

PE

R

TY

L

IN

E

EXIST MOTOR POOL

STORAGE BLDG.

EXIST.

MAINTENANCE

BAY

A6.2

A6.2

6" CONC.

CURB TYP.

WATER TANK

CONC.

PAD PARKING AREA

DEMO

ASPHALT

ASPHALT DRIVEWAY

DEMO

ASPHALT

CROSS W

ALK

PA

R

K

IN

G A

R

EA

PA

R

K

IN

G A

R

EA

CONC.

PAD

CONC.

PAD

EXIST

DUMPSTER

PA

R

K

IN

G A

R

EA

FLAG

POLE

UNIT SIGN

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

ABI #01

ABI #01

ABI #01

ABI #01

ABI #01

ABI #03

ABI #03

ABI#06

20' - 0"

ABI #07

ABI #07

ABI

#02

ABI#06

ABI #01

DEMO

RAMP

ITEM TO BE REMOVED

AND DISPOSED OF

EXISTING CONCRETE / ASPHALT OR

SURFACE TO BE DEMOLISHED DOWN

TO CLEAN SUBSTRATE AS REQUIRED.

EXISTING TREE

TO BE REMOVED

N

1" = 30'-0"DSA1.1

1 EXISTING / DEMO SITE PLAN

DEMOLITION SITE PLAN LEGEND

DEMO SPECIFIC NOTES

1 IF ABI #01 IS SELECTED: ASPHALT TO BE REMOVED TO INSTALL STORM DRAIN TO THE POND. REFER TO

CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK.

2 IF ABI #01 IS SELECTED: EXIST. POV PARKING LOT TO BE RESURFACED & RE-STRIPED. REFER TO CIVIL

DRAWINGS FOR COMPLETE SCOPE OF WORK.

3 IF ABI #01 IS SELECTED: EXISTING DOWNSPOUTS - CONNECT ALL DOWNSPOUTS TO UNDERGROUND CIVIL.

RE-GRADE RE-SOD AROUND ALL DOWNSPOUT AREAS FOLLOWING CIVIL CONNECTION. REFER TO CIVIL

DRAWINGS FOR COMPLETE SCOPE OF WORK.

4 EXISTING CONDENSING UNIT TO BE REMOVED & DISPOSED OF. EXISTING CONC. MECH. SUPPORT PADS TO

REMAIN. REFER TO MECHANICAL DRAWINGS FOR COMPLETE SCOPE OF WORK.

5 IF ABI #01 IS SELECTED: PREPARE AREA FOR NEW CONDENSATE CONNECTION TO NEW STORM. REFER TO MECHANICAL / CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK . REMOVE DRYWELL FROM SCOPE OF WORK IF ABI IS SELECTED. / IF ABI #01 IS NOT SELECTED: PROVIDE NEW DRYWELL. REFER TO MECHANICAL

DRAWINGS.

6 IF ABI #02 IS SELECTED: ALL EXTERIOR LIGHTING TO BE UPGRADE TO LED INCLUDING STORAGE BUILDING / UNIT SIGN / FLAG POLE / AND BUILDING MOUNTED FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR

COMPLETE SCOPE OF WORK.

7 REPLACE RECEPTACLES AND WEATHERPROOF ENCLOSURES AT ALL EXTERIOR ELECTRICAL OUTLETS -

GFI. REFER TO ELECTRICAL DRAWINGS FOR COMPLETE SCOPE OF WORK.

8 REMOVE ALL EXISTING EXTERIOR HOSE BIBS, CONFIRM FUNCTIONALITY. PREPARE FOR NEW

REPLACEMENT.

9 EXISTING UNIT SIGN TO BE RENOVATED. REFER TO A6.2 SHEET FOR COMPLETE SCOPE OF WORK.

10 DEMO EXIST. FLAG POLE LIGHT FIXTURE AND CONCRETE SLAB ONLY. FLAG POLE AND FOUNDATION TO REMAIN / PROTECT. REFER TO A6.2 SHEET FOR COMPLETE SCOPE OF WORK. PROTECT EXISTING

MEMORIAL STONE.

11 ALL EXTERIOR BOLLARDS - REFINISH AND REPAINT WITH TRAFFIC YELLOW EPOXY / INCLUDING @ 10 BAY

STORAGE BUILDING.

12 EXISTING FE-7 FENCE SYSTEM / GATES TO REMAIN. PROTECT. TYP.

13 IF ABI #03 IS SELECTED: REMOVE ALL LANDSCAPING UP AGAINST THE MAIN ARMORY BUILDING ON THE NORTH & EAST FACADESS OF THE EXISTING BUILDING. REMOVE EARTH GRADE TO THE TOP OF THE EXISTING FOOTING @ BUILDING PERIMETER. PREPARE AREA AND SURFACES FOR REFINISH / REPAINT

STUCCO FINISH SYSTEM @ ENTIRELY PERIMETER OF ARMORY BUILDING. - TYP.

14 IF ABI #06 IS SELECTED: EXISTING DEAD MAN ANCHOR LAYOUT TO BE RE-CONFIGURED FOR NEW GATE 20'-0" WIDE (K-8 FORCE PROTECTION FENCE SYSTEM). REFER TO CIVIL DRAWINGS FOR COMPLETE SCOPE

OF WORK.

15 IF ABI #07 IS SELECTED: PREPARE NORTH & EAST POV PARKING LOT FOR NEW MILL AND OVERLAY AS

INDICATED IN THE ATTACHED CIVIL DRAWINGS.

16 IF ABI #06 IS SELECTED: REMOVE PORTION 4'+/- OF EXISTING FE-7 FENCE SYSTEM FOR NEW 4' SWING

GATE. REFER TO CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK.

17 EXISTING CU UNIT TO REMAIN. COORD. WITH MECHANICAL DRAWINGS.

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:3

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

DSA1.1

EXISTING / DEMO

SITE PLAN

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

GENERAL SITE DEMOLITION NOTES

A REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE ALTERNATE BID ITEMS SCOPE OF WORK.

B GAF MOD BIT ROOF SYSTEM TO REMAIN AND TO PROTECT. GC TO COORDINATE ALL WORK ON THE ROOF

WITH THE ROOFING SUBCONTRACTOR RF LUSA & SONS SHEET METAL INC. AS TO NOT VOID EXIST. ROOF GUARANTEE # G2024-0001391-001-001 / 25 YEAR NDL ROOF GUARANTEE / GUARANTEE EXPIRATION DATE :

4.15.2049 / ROOF SPECIFICATION I0325HGPFR. UPON COMPLETION THE WORK. GC TO PROVIDE MFGR

LETTER INDICATING THE WARRANTY IS STILL INTACT.

C REFERENCE ENVIRONMENTAL REPORT IN ADDENDUM # 2 FOR ENVIRONMENTAL SURVEYS OF ASBESTOS AND LEAD FOR THIS BUILDING. ANY WORK THAT INTERFACES WITH CONTAMINATED MATERIALS AS OUTLINED IN THE ENVIRONMENTAL SURVEYS SHALL BE PERFORMED PER THE RECOMMENDATIONS IN

THE REPORT AND FOLLOW ALL APPLICABLE STANDARDS FOR ABATEMENT AND REMEDIATION.

D COORDINATE FULL SCOPE OF DEMOLITION WORK W/ CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS

E EXISTING CONSTRUCTION: WALLS, CEILINGS, WINDOWS, FLOORING, EQUIPMENT, ETC. NOT DESIGNATED

FOR DEMOLITION SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT.

F CLEAN UP ON A DAILY BASIS TO MAINTAIN A SAFE AND OPERABLE FACILITY. COORDIANTE WITH GC

SUPPLIED LOCATIONS OF WASTE BINS AND DUMPSTERS, AS REQUIRED FOR THE WORK.

G THE OWNER HAS FIRST RIGHT OF REFUSAL OF ANY FURNITURE, FIXTURES AND EQUIPMENT SLATED FOR

DEMOLITION.

H PROTECT EXISTING EXFILTRATION SYSTEM FROM ALL LOADING.

I REMOVE ALL ABANDONED DEVICES INCLUDING ALL SURFACE MOUNTED CABLE & COAX FROM BUILDING

FACADE. COORD. W/ OWNER.

1 06-17-26 ADDENDUM 02

FE

FE

FE

FE

FD

FD

FD

FD

REF

FE

FP

S S

G

FI

GFI

GFI

S

FP

G

FI

FE

FP

DN

X XX X X X

A

B

D

E

F

G

H

I

1 2 3 4 5 6

C

HOOD / RANGE

VE

N

D

CU1

CU2A CU2B CU5

18' - 0"

9'

6"

CU3

CU4

CU

CU

VE

N

D

ENTRY

VESTIBULE

RECRUITER

OFFICE

RECRUITER

CLST.

WOMENS

VEST

WOMENS

LATRINE

105A

WOMENS

CHANGING

105B

WOMENS

SHOWER106

MENS

VEST

MENS LATRINE

107A

MENS

CHANGING

107B

MENS SHOWER

MAIL / COPY

ROOM

MECH/ ELECT.

COMMUNICATIONS

VAULT

VAULT

SUPPLY AREA

MECH RM

EQUIPMENT

AREA

TABLES/

CHAIRS

VESTIBULE

VENDING

MECHANICAL

EXECUTIVE

OFFICER 118

MAIL ROOM

TRAINING

ROOM 1

GYM

MECHANICAL 1

PLT LDR'S

OFFICE

PLT SGT.

OFFICE

KITCHEN MESS

PORCH

OFFICE 3

COMMANDER

READINESS

NCO

TRAINING NCO

BTRY STAFF

DRILL HALL

9' - 4"

7'

2"

118A

VESTIBULE

7' - 9"

3'

6"

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

A6.1

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

12TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

V.

I.F

0"

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

ABI #03

ABI #01

ABI #03

ABI

#01

ABI #01

ABI #01

ABI #01

ABI #01 ABI #01

ABI #01

ABI #01

ABI #01

ABI #01

ABI #01

ADF

WB

WB

WB

28ABI #05

ABI

#05

TYP

ABI #01

28 28

ABI #05 ABI #05

ABI #05

ABI

#05

ABI

#05

ABI #05

ABI #05

ABI #05

ABI #05

TYP

EXISTING FLOOR FINISH TO BE DEMOLISHED

DOWN TO CLEAN SUBSTRATE AS REQUIRED.

EXISTING TO BE DEMOLISHED

EXISTING DOOR & FRAME TO REMAIN.

PROTECT.

EXISTING DOOR & FRAME TO BE

REMOVED & DISPOSED OF.

EXISTING CONCRETE TO BE DEMOLISHED

DOWN TO CLEAN SUBSTRATE AS REQUIRED.

EXISTING WALL / PARTITION TO REMAIN

EXISTING 2HR RATED FIRE PARTITION

TO REMAIN

DB

EXISTING DISPLAY BOARD TO REMAIN.

PROTECT.

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:4

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

DA1.1

EXISTING / DEMO

FLOOR PLAN

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

A REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE

ALTERNATE BID ITEMS SCOPE OF WORK.

B GAF MOD BIT ROOF SYSTEM TO REMAIN AND TO PROTECT. GC

TO COORDINATE ALL WORK ON THE ROOF WITH THE ROOFING

SUBCONTRACTOR RF LUSA & SONS SHEET METAL INC. AS TO

NOT VOID EXIST. ROOF GUARANTEE # G2024-0001391-001-001 /

25 YEAR NDL ROOF GUARANTEE / GUARANTEE EXPIRATION

DATE : 4.15.2049 / ROOF SPECIFICATION I0325HGPFR. UPON

COMPLETION THE WORK. GC TO PROVIDE MFGR LETTER

INDICATING THE WARRANTY IS STILL INTACT.

C REFERENCE ENVIRONMENTAL REPORT IN ADDENDUM # 2 FOR

ENVIRONMENTAL SURVEYS OF ASBESTOS AND LEAD FOR THIS

BUILDING. ANY WORK THAT INTERFACES WITH CONTAMINATED

MATERIALS AS OUTLINED IN THE ENVIRONMENTAL SURVEYS

SHALL BE PERFORMED PER THE RECOMMENDATIONS IN THE

REPORT AND FOLLOW ALL APPLICABLE STANDARDS FOR

ABATEMENT AND REMEDIATION.

N 1/8" = 1'-0"DA1.1

1 EXISTING / DEMO FLOOR PLAN

DEMOLITION PLAN LEGEND ABI #1

ABI #3

DEMO SPECIFIC NOTES

1 IF ABI #08 IS SELECTED: VAULT ROOMS 110 / 111: REPLACE LARGE

DEHUMIDIFIER LEFT SIDE. ADD NEW MECHANICAL. INSTALL NEW

HUMIDISTAT CONTROLLER. REFER TO MECHANICAL & ELECTRICAL

DRAWINGS FOR COMPLETE SCOPE OF WORK.

2 NOT IN USE.

3 REPAIR NON WORKING INTERIOR ELECTRICAL OUTLETS. & REPLACE

ONLY BROKEN INTERIOR ELECTRICAL OUTLETS FACEPLATES. COLOR

MATCH EXISTING. REFER TO ELECTRICAL DRAWINGS FOR COMPLETE

SCOPE OF WORK.

4 COMM ROOM 109: REMOVE & REPLACE EXISTING DATA CABINET. REFER

TO ELECTRICAL DRAWINGS FOR COMPLETE SCOPE OF WORK. COORD.

ALL WORK WITH G6.

5 REPLACE EXISTING FIRE ALARM SYSTEM WITH NEW FIRE ALARM WITH

MASS NOTIFICATION SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR

COMPLETE SCOPE OF WORK.

6 DEMO ALL EXISTING VALVES AND FAUCETS AT ALL EXISTING PLUMBING

FIXTURES. REFER TO A6.1 SHEET FOR COMPLETE SCOPE OF WORK.

7 EXISTING LOUVERS TO BE REMOVED AND DISPOSED OF. PREPARE

OPENING FOR NEW LOUVER. REFER TO MECHANICAL DRAWINGS FOR

COMPLETE SCOPE OF WORK.

8 PREPARE ALL EXISTING SURFACES FOR ROOM FINISHES - NEW PAINTED

WALLS, DOOR ENTRYWAYS AND HARD CEILINGS THROUGHOUT.

9 ROOM 107B/105B MENS /WOMENS LAT.: REMOVE AND DISPOSE OF EXIST.

ADA SHOWER SEAT. REFER TO A6.1 SHEET FOR COMPLETE SCOPE OF

WORK.

10 IF ABI #05 IS NOT SELECTED: AT FIRST FLOOR LEVEL EXISTING WINDOW

AND GLAZING SYSTEMS TO REMAIN. REMOVE ALL EXTERIOR & INTERIOR

GLAZING DRY SEALS AND PERIMETER FRAME / STUCCO / CONCRETE

SEALS.-TYP. PREPARE TO WET SEAL ALL PERIMETER FRAMES TO

STUCCO CONCRETE FACE, AND ALL EXISTING GLAZING TO THE EXISTING

FRAME INTERIOR & EXTERIOR. - TYP.

11 VAULT ROOM 110 / 111: EXISTING GUN RACKS & LOCKERS. TO REMAIN.

FULLY COORDINATE REMOVAL / REINSTALLATION AND PHASING WITH

UNIT FOR COMPLETION OF FINISHES.

12 REMOVE AND DISPOSE OF ALL EXISTING ROLLER SHADES AT FIRST

FLOOR WINDOW OPENING. PREPARE AREA FOR NEW ROLLER SHADES

SCOPE OF WORK.

13 ROOM 101 ENTRY VESTIBULE: PREPARE WALL FOR NEW WALL FINISH TO

MATCH RECRUITERS OFFICE. REFER TO NEW SCOPE OF WORK FOR

FINISH MATERIAL DETAILS.

14 CLEAN, REFINISH AND SEAL EXIST. TERRAZZO FLOOR FINISH. DO NOT

GRIND AGGREGATE FOR COMPLETE REFINISH.

15 ROOM 124 KITCHEN MESS: CLEAN, RESEAL, & GROUT ALL EXISTING

QUARRY TILE FLOORING AND BASE.

16 ROOM 125 MESS PORCH: REMOVE AND DISPOSE OF EXISTING SCREEN

ENCLOSURE SYSTEM IN ITS ENTIRETY. PREPARE AREA FOR NEW

SCREEN ENCLOSURE SYSTEM.

17 ALL EXISTING WALL MURALS / LOGOS TO REMAIN. PROTECT AND FULLY

MASK W/ CRAFT PAPER & MASKING TAPE AT THE PERIMETER EDGES AS

REQUIRED FOR COMPLETE PROTECTION.

18 EXISTING CONDENSING UNIT TO BE REMOVED & DISPOSED OF. EXISTING

CONC. MECH. SUPPORT PADS TO REMAIN. REFER TO MECHANICAL

DRAWINGS FOR COMPLETE SCOPE OF WORK.

19 IF ABI #01 IS SELECTED: PREPARE AREA FOR NEW CONDENSATE

CONNECTION TO NEW STORM. REFER TO MECHANICAL / CIVIL

DRAWINGS FOR COMPLETE SCOPE OF WORK . REMOVE DRYWELL FROM

SCOPE OF WORK IF ABI IS SELECTED. / IF ABI #01 IS NOT SELECTED:

PROVIDE NEW DRYWELL. REFER TO MECHANICAL DRAWINGS.

20 IF ABI #03 IS SELECTED: REMOVE ALL LANDSCAPING UP AGAINST THE

MAIN ARMORY BUILDING ON THE NORTH & EAST FACADESS OF THE

EXISTING BUILDING. REMOVE EARTH GRADE TO THE TOP OF THE

EXISTING FOOTING @ BUILDING PERIMETER. PREPARE AREA AND

SURFACES FOR REFINISH / REPAINT STUCCO FINISH SYSTEM @

ENTIRELY PERIMETER OF ARMORY BUILDING. - TYP.

21 IF ABI #01 IS SELECTED: EXISTING DOWNSPOUTS - CONNECT ALL

DOWNSPOUTS TO UNDERGROUND CIVIL. RE-GRADE RE-SOD AROUND

ALL DOWNSPOUT AREAS FOLLOWING CIVIL CONNECTION. REFER TO

CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK.

22 ALL EXTERIOR BOLLARDS - REFINISH AND REPAINT WITH TRAFFIC

YELLOW EPOXY / INCLUDING @ 10 BAY STORAGE BUILDING.

23 PREPARE EXISTING EXTERIOR ENTRY VESTIBULE CONCRETE FLOOR FOR

NEW EPOXY -PAINT FINISH. EXISTING WALK-OFF MATT TO BE REMOVE

AND STORE TEMPORARILY DURING RENOVATION SCOPE OF WORK. - TYP.

24 PROTECT WALL PLAQUE FOR PAINTING SCOPE OF WORK. FULLY MASK

W/ CRAFT PAPER & MASKING TAPE AT THE PERIMETER EDGES AS

REQUIRED FOR COMPLETE PROTECTION.

25 EXISTING WALL DISPLAY BOARD TO BE REMOVE AND STORE

TEMPORARILY FOR PAINTING SCOPE OF WORK. TYP.

26 SAWCUT & REMOVE EXISTING SHOWER TRENCH DRAIN SYSTEMS. REFER

TO SHEET A6.1 AND PLUMBING DRAWINGS FOR COMPLETE SCOPE OF

WORK.

27 REMOVE AND DISPOSE OF ALL 4" STUD AND WALL FINISHES FOR THIS

WALL TO THE FOLLOWING CONSTRAINTS. REMOVE 10'-0" WIDTH OF WALL

CENTERED ON THE CORROSION AND 10'-0" HIGH FROM BOTTOM TRACK

TO TOP TRACK. EXISTING 4" STUD WALL HAS FINISHES ON 1 SIDE ONLY.

COORDINATE AND PROVIDE ELECTRICAL OUTLET REMOVAL AND

SALVAGE ALL COMPONENTS FOR REINSTALLATION FOR DEMOLISHED

PORTION OF THE WALL.

28 IF ABI #05 IS SELECTED: COMPLETE GLAZING REPLACEMENT OF ALL

EXISTING LAMINATED IMPACT GLAZING IN EXISTING ALUMINUM WINDOW

FRAME SYSTEMS AT ALL THE EXTERIOR 1ST FLOOR LEVEL GLAZED

OPENINGS. NEW EXTERIOR FIXED WINDOWS & IMPACT GLAZING FOR

KITCHEN ONLY. REFER TO A8.1 DRAWING FOR COMPLETE SCOPE OF

WORK.

29 EXISTING CU UNIT TO REMAIN. COORD. WITH MECHANICAL DRAWINGS.

1 06-17-26 ADDENDUM 02

D COORDINATE FULL SCOPE OF DEMOLITION WORK W/ CIVIL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS

E EXISTING CONSTRUCTION: WALLS, CEILINGS, WINDOWS,

FLOORING, EQUIPMENT, ETC. NOT DESIGNATED FOR

DEMOLITION SHALL BE PROTECTED THROUGHOUT THE

DURATION OF THE PROJECT.

F CLEAN UP ON A DAILY BASIS TO MAINTAIN A SAFE AND

OPERABLE FACILITY. COORDIANTE WITH GC SUPPLIED

LOCATIONS OF WASTE BINS AND DUMPSTERS, AS REQUIRED

FOR THE WORK.

G THE OWNER HAS FIRST RIGHT OF REFUSAL OF ANY FURNITURE,

FIXTURES AND EQUIPMENT SLATED FOR DEMOLITION.

GENERAL DEMOLITON NOTES

ABI #5

EXISTING FLOOR FINISH TO BE DEMOLISHED

DOWN TO CLEAN SUBSTRATE AS REQUIRED.

EXISTING TO BE DEMOLISHED

EXISTING DOOR & FRAME TO REMAIN.

PROTECT.

EXISTING DOOR & FRAME TO BE

REMOVED & DISPOSED OF.

EXISTING CONCRETE TO BE DEMOLISHED

DOWN TO CLEAN SUBSTRATE AS REQUIRED.

EXISTING WALL / PARTITION TO REMAIN

EXISTING 2HR RATED FIRE PARTITION

TO REMAIN

DB

EXISTING DISPLAY BOARD TO REMAIN.

PROTECT.

A

B

D

E

F

G

H

I

1 2 3 4 5 6

C

TYP

TYP

TYP

TYP

TYP

TYP

V.

I.F

0'

6"

V.I.F.

70' - 6" +/-

1/ 4"

1'

-0

1/4" / 1'-0"

1/4" / 1'-0"

1/ 4"

1'

-0

1/4" / 1'-0"

1/ 4"

1'

-0

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

ABI #04

3 3

ABI #04

ABI #04 ABI #04

ABI #04

ABI #04

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:4

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

DA1.2

EXISTING / DEMO

CLERESTORY PLAN

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

DEMOLITION PLAN LEGEND

DEMO SPECIFIC NOTES

1 IF ABI #04 IS NOT SELECTED: AT DRILL HALL CLERESTORY LEVEL EXISTING WINDOW AND GLAZING SYSTEMS TO REMAIN

/ TINT GLAZING AT DRILL HALL CLERESTORY LEVEL ONLY. REMOVE ALL EXTERIOR & INTERIOR GLAZING DRY SEALS AND PERIMETER FRAME / STUCCO / CONCRETE SEALS.-TYP. PREPARE TO WET SEAL ALL PERIMETER FRAMES TO STUCCO CONCRETE FACE, AND ALL EXISTING GLAZING TO THE EXISTING FRAME INTERIOR & EXTERIOR. - TYP.

2 IF ABI #01 IS SELECTED: EXISTING DOWNSPOUTS - CONNECT ALL DOWNSPOUTS TO UNDERGROUND CIVIL. RE-GRADE RE-SOD AROUND ALL DOWNSPOUT AREAS FOLLOWING CIVIL CONNECTION. REFER TO CIVIL DRAWINGS FOR COMPLETE

SCOPE OF WORK. REMOVE EXISTING DRYWELLS.

3 IF ABI #04 IS SELECTED: REMOVE EXISTING DAMAGED IMPACT GLAZING PANELS AT THE CLERESTORY LEVEL, AND

PREPARE FOR NEW IMPACT GLAZING. PROFILES.

N 1/8" = 1'-0"DA1.2

1 EXISTING/ DEMO CLERESTORY PLAN

ABI #1

1 06-17-26 ADDENDUM 02

A REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE

ALTERNATE BID ITEMS SCOPE OF WORK.

B GAF MOD BIT ROOF SYSTEM TO REMAIN AND TO PROTECT. GC

TO COORDINATE ALL WORK ON THE ROOF WITH THE ROOFING

SUBCONTRACTOR RF LUSA & SONS SHEET METAL INC. AS TO

NOT VOID EXIST. ROOF GUARANTEE # G2024-0001391-001-001 /

25 YEAR NDL ROOF GUARANTEE / GUARANTEE EXPIRATION

DATE : 4.15.2049 / ROOF SPECIFICATION I0325HGPFR. UPON

COMPLETION THE WORK. GC TO PROVIDE MFGR LETTER

INDICATING THE WARRANTY IS STILL INTACT.

C REFERENCE ENVIRONMENTAL REPORT IN ADDENDUM # 2 FOR

ENVIRONMENTAL SURVEYS OF ASBESTOS AND LEAD FOR THIS

BUILDING. ANY WORK THAT INTERFACES WITH CONTAMINATED

MATERIALS AS OUTLINED IN THE ENVIRONMENTAL SURVEYS

SHALL BE PERFORMED PER THE RECOMMENDATIONS IN THE

REPORT AND FOLLOW ALL APPLICABLE STANDARDS FOR

ABATEMENT AND REMEDIATION.

D COORDINATE FULL SCOPE OF DEMOLITION WORK W/ CIVIL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS

E EXISTING CONSTRUCTION: WALLS, CEILINGS, WINDOWS,

FLOORING, EQUIPMENT, ETC. NOT DESIGNATED FOR

DEMOLITION SHALL BE PROTECTED THROUGHOUT THE

DURATION OF THE PROJECT.

F CLEAN UP ON A DAILY BASIS TO MAINTAIN A SAFE AND

OPERABLE FACILITY. COORDIANTE WITH GC SUPPLIED

LOCATIONS OF WASTE BINS AND DUMPSTERS, AS REQUIRED

FOR THE WORK.

G THE OWNER HAS FIRST RIGHT OF REFUSAL OF ANY FURNITURE,

FIXTURES AND EQUIPMENT SLATED FOR DEMOLITION.

GENERAL DEMOLITON NOTES

ABI #4

EXISTING TO BE DEMOLISHED

EE

F

G

H

I

C

UPPER LEVEL ROOF PLAN

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

1TYP

TYP

TYP

E.T.R.

E.T.R.

E.T.R.

SHEET NO.:

PROJECT NO.:

DATE:

SHEET TITLE:

DRAWN BY:

REVISIONS:

6/

/2

8:

:5

AM

Au to de sk

D oc s:

//1

0.

N

G A

Pa lm et to

/1

0.

D M

A C

FM

O

P

AL

M

ET

TO

E

SP

R

EN

O

VA

TI

O N

S.

rv t

ML

DA4.1

EXISTING / DEMO

ROOF PLAN

1910.09

MARCH 30, 2026

PA

LM

ET

TO

E

SP

R

EN

O

VA

TI

O

N

4T

H A

VE

W

, P

AL

M

ET

TO

, F

L

0%

C O

N

ST

R U

C

TI

O N

D O

C U

M

EN

TS

N

AT

IO

N

AL

G

U

AR

D A

R M

O R

Y

D M

A C

FM

O

DEMOLITION ROOF LEGEND

N 1/8" = 1'-0"DA4.1

1 EXISTING / DEMO ROOF PLAN

DEMO SPECIFIC NOTES

1 IF ABI #01 IS SELECTED: EXISTING DOWNSPOUTS - CONNECT ALL DOWNSPOUTS TO

UNDERGROUND CIVIL. RE-GRADE RE-SOD AROUND ALL DOWNSPOUT AREAS FOLLOWING

CIVIL CONNECTION. REFER TO CIVIL DRAWINGS FOR COMPLETE SCOPE OF WORK.

2 MECHANICAL EQUIPMENT TO BE REMOVED & DISPOSED OF. CURB TO REMAIN. REFER TO

MECHANICAL DRAWINGS FOR COMPLETE SCOPE OF WORK.

3 COORDINATE AND PROVIDE ACCESS FOR INSTALLATION FOR NEW ROOF PENETRATION FOR

NEW 8 X 4 RELIEF DUCT. PROVIDE NEW STRUCTURAL STEEL SUPPORT PER DETAIL 2/A4.1.

PROVIDE NEW UN-INSULATED CURB PER DETAIL 3/A4.1. (ATTACH PER FLORIDA PRODUCT

APPROVAL REQUIREMENTS.) EXISTING 12" STEAL JOINTS ARE @ 4' O.C. - TYP. COORDINATE

WITH MECHANICAL DRAWINGS FOR ALL REQUIREMENTS.

ABI #1

1 06-17-26 ADDENDUM 02

A REFER TO ABI WORK LIST ON COVER SHEET FOR COMPLETE

ALTERNATE BID ITEMS SCOPE OF WORK.

B GAF MOD BIT ROOF SYSTEM TO REMAIN AND TO PROTECT. GC

TO COORDINATE ALL WORK ON THE ROOF WITH THE ROOFING

SUBCONTRACTOR RF LUSA & SONS SHEET METAL INC. AS TO

NOT VOID EXIST. ROOF GUARANTEE # G2024-0001391-001-001 /

25 YEAR NDL ROOF GUARANTEE / GUARANTEE EXPIRATION

DATE : 4.15.2049 / ROOF SPECIFICATION I0325HGPFR. UPON

COMPLETION THE WORK. GC TO PROVIDE MFGR LETTER

INDICATING THE WARRANTY IS STILL INTACT.

C REFERENCE ENVIRONMENTAL REPORT IN ADDENDUM # 2 FOR

ENVIRONMENTAL SURVEYS OF ASBESTOS AND LEAD FOR THIS

BUILDING. ANY WORK THAT INTERFACES WITH CONTAMINATED

MATERIALS AS OUTLINED IN THE ENVIRONMENTAL SURVEYS

SHALL BE PERFORMED PER THE RECOMMENDATIONS IN THE

REPORT AND FOLLOW ALL APPLICABLE STANDARDS FOR

ABATEMENT AND REMEDIATION.

D COORDINATE FULL SCOPE OF DEMOLITION WORK W/ CIVIL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS

E EXISTING CONSTRUCTION: WALLS, CEILINGS, WINDOWS,

FLOORING, EQUIPMENT, ETC. NOT DESIGNATED FOR

DEMOLITION SHALL BE PROTECTED THROUGHOUT THE

DURATION OF THE PROJECT.

F CLEAN UP ON A DAILY BASIS TO MAINTAIN A SAFE AND

OPERABLE FACILITY. COORDIANTE WITH GC SUPPLIED

LOCATIONS OF WASTE BINS AND DUMPSTERS, AS REQUIRED

FOR THE WORK.

G THE OWNER HAS FIRST RIGHT OF REFUSAL OF ANY FURNITURE,

FIXTURES AND EQUIPMENT SLATED FOR DEMOLITION.

GENERAL DEMOLITON NOTES

SD

SD

SD

SD

O S

WAP

SD

S

S

A

B

D

E

F

G

H

I

1 2 3 4 5 6

C

14' - 10"

8' - 0"

7' - 10"

7' - 4"

7' - 4" 7' - 4"

7' - 4" 7' - 4"

7' - 4"

7' - 11"

7' - 11"7' - 11"

8' - 0"

7' - 9"

8' - 0"

7' - 8" 7' - 8"

7' - 10"

7' - 10"

7' - 10"

7' - 8"

8' - 0"

8' - 0"

8' - 0"

8' - 4"

7' - 11"

8' - 0"

7' - 4"

8' - 0"

7' - 3"

8' - 0"

7' - 4"

7' - 2" 7' - 2"

7' - 4"

7' - 4"

7' - 4"

8' - 0"7' - 4"

ENTRY

VESTIBULE

RECRUITER

OFFICE

RECRUITER

CLST.104

WOMENS

VEST

WOMENS

LATRINE

105A

WOMENS

CHANGING

105B

WOMENS

SHOWER106

MENS

VEST

MENS LATRINE

107A

MENS

CHANGING

107B

MENS SHOWER

MAIL / COPY

ROOM

MECH/ ELECT.

COMMUNICATIONS

VAULT

VAULT

SUPPLY AREA

MECH RM

EQUIPMENT

AREA

TABLES/

CHAIRS

VESTIBULE

VENDING

MECHANICAL

EXECUTIVE

OFFICER

MAIL ROOM

TRAINING

ROOM 1

GYM

MECHANICAL 1

PLT LDR'S

OFFICE

PLT SGT.

OFFICE

KITCHEN MESS

PORCH

OFFICE 3

COMMANDER

READINESS

NCO

TRAINING NCO

BTRY STAFF

DRILL HALL

AP AP AP

7' - 2"

8' - 8"

9' - 7"

9' - 7"

HOOD

118A

VESTIBULE

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

EXISTING 2x4 LIGHT FIXTURE TO BE

REM…