ATTACHMENT 2 - 100 Construction Drawings.pdf

PDF 30 MB Posted Jan 13, 2026

Attached to: Y1DZ--PROJECT 675-22-106, Bid-Build (BB) Address Lake Baldwin Site Deficiencies
Solicitation number: 36C24826Q0103
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

About this file

Written by GovTribe AI · Jan 13, 2026

This document is a comprehensive set of construction drawings for the Lake Baldwin Site Deficiencies project at the Orlando Veterans Affairs Healthcare System. The project involves multiple site improvements across 100% design drawings, including repaving Parking Lot K, repairing storm water collection systems, constructing a gazebo at the Domiciliary, installing new covered walkways between buildings, completing a campus walking path, relocating a marquee sign, installing removable bollards, and creating a covered storage area for Environmental Management Services linen carts.

The project is a Bid-Build construction contract with a 360-calendar day performance period, located at 5201 Raymond Street in Orlando, Florida. It is 100% set-aside for Service-Disabled Veteran-Owned Small Businesses (SDVOSBs) with a construction magnitude between $1,000,000 and $5,000,000. The drawings cover architectural, structural, civil, electrical, and fire protection aspects, detailing precise specifications for site improvements, canopies, walkways, and storage facilities across multiple campus buildings. The solicitation is being managed by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8.

View the file

Other files

File	Type	Posted
Amendment 36C24826Q0103 0002.pdf	PDF	Apr 1, 2026
PRE-BID Site Visit SIGN-IN SHEET for 36C24826Q0103.pdf	PDF	Jan 29, 2026
36C24826Q0103 0001_1.docx	DOCX document	Jan 29, 2026
Amendment 36C24826Q0103 0001.pdf	PDF	Jan 29, 2026
ATTACHMENT 5 - Limitation of Subcontracting Certificate.pdf	PDF	Jan 13, 2026
ATTACHMENT 1 - 100 Construction Specifications.pdf	PDF	Jan 13, 2026
ATTACHMENT 8 - Past Performance Questionnaire.docx	DOCX document	Jan 13, 2026
ATTACHMENT 9 - Base Offer Price Breakdown.xlsx	XLSX spreadsheet	Jan 13, 2026
ATTACHMENT 6 - Specialized Experience Form.pdf	PDF	Jan 13, 2026
ATTACHMENT 4 - DBA Wage Determination 01.02.2026.pdf	PDF	Jan 13, 2026
ATTACHMENT 3 - Lake Baldwin Site Plan.pdf	PDF	Jan 13, 2026
36C24826Q0103_1.docx	DOCX document	Jan 13, 2026
ATTACHMENT 7 - EMR.pdf	PDF	Jan 13, 2026
Solicitation 36C24826Q0103.pdf	PDF	Jan 13, 2026

Show all 14

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

B513

B505 B506 B507 B508

B504

B500

B503

B509

B501 B518

B3130

B3136

B517

B3133

B3134

B3135

B3132

B510

B521B520

B522

B519

B519A

B520A

B3126 B3125

B3128

B3129

B502

NASH STREET

Retention

Pond

POND #1

VAULT

SW10-4

POND #2

RAYMOND STREET

S P

A C

E S

M E

R C

Y A

V E

N U

C O

M F

O R

T A

V E

N U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

100% Bid Documents

C U s e rs \E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

-2

-7

A L a k e

B a ld w in s it e d e fi c ie n c ie s jd o rn a n D

S R

W .r v t

/1 /2

GI-001

COVER SHEET ADDRESS LAKE BALDWIN SITE

DEFICIENCIES

5201 Raymond St, Orlando, FL 32803

675-22-106

ALL

OCT. 13, 2023 AESUS AESUS

A3-301

DETAIL FLAG NUMBER

DOOR NUMBER

AE-501

BUILDING SECTION CUT

OTHER SECTION CUT

SHEET WHERE APPEARS (TYPICAL)

AE-301

SHEET WHERE APPEARS

ELEVATION NUMBER

SHEET WHERE APPEARS

x x x x

EXISTING COLUMN CENTER LINEA

WINDOW TAG

AE-301

ELEVATION NUMBER

AE-710

4 2

DASHED LINE

AROUND

AREA DETAILED

PLAN OR DETAIL NUMBERX

Approved: Associate Director

Approved: Chief Facilities Management

Approved: Manager / Engineer

Approved: Director

Approved: Union representative

Approved: Safety Officer

EQ-X

CPT1

W-X

EA EACH

E EAST

EWC ELECTRIC WATER COOLER

ELEC ELECTRIC (AL)

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

ETR EXISTING TO REMAIN

EXP EXPANSION

EXP BT EXPANSION BOLT

EJ EXPANSION JOINT

EXP EXPOSED

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

FWC FABRIC WALL COVERING

FT FEET, FOOT

FGL FIBERGLASS

FIN FINISH

FIN GR FINISH GRADE

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FP FIREPROOF

FIXT FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FD FLOOR DRAIN

FLUOR FLUORESCENT

FTG FOOTING

FDTN FOUNDATION

FRMG FRAMING

FURN FURNACE, FURNITURE

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GL GLASS

GL BLK GLASS BLOCK

GB GRAB BAR

GR GRADE

GRAN GRANITE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GUT GUTTER

GYP BD GYPSUM BOARD

HNDRL HANDRAIL

HDW HARDWARE

HDWD HARDWOOD

HD HEAD

HVAC HEATING, VENTILATING, AIR CONDITIONING

HT HEIGHT

HPT HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HORIZ HORIZONTAL

HB HOSE BIBB

HOSP HOSPITAL

HR HOUR

IN INCH

INFO INFORMATION

ID INSIDE DIAMETER

INSUL INSULATED,INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KPL KICKPLATE

KIT KITCHEN

KB KNEE BRACE

LAB LABORATORY

LAM LAMINATE

LC LAUNDRY CHUTE

LV LAVATORY

LT LIGHT

LD LINEAR DIFFUSER

L CL LINEN CLOSET

LL LIVE LOAD

LLV LONG LEG VERTICAL

LPT LOW POINT

MACH MACHINE

MH MANHOLE

MFD MANUFACTURED

MFR MANUFACTURER

MRB MARBLE BASE

MRF MARBLE FLOOR

MKR BD MARKER BOARD

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDICAL

MC MEDICINE CABINET

MEMB MEMBRANE

MTL METAL

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MOD MODIFIED

MLDG MOLDING

NAT FIN NATURAL FINISH

NOM NOMINAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OFF OFFICE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

ORCH ORCHESTRA

ORN ORNAMENTAL

OD OUTSIDE DIAMETER

OH OVERHANG, OVERHEAD

OF/CI OWNER FURNISHED/

CONTRACTOR INSTALLED

O OXYGEN

P PAINT

PR PAIR

PNL PANEL

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PERF PERFORATED

PC PIECE

PLAM PLASTIC LAMINATE

PLAS PLASTIC, PLASTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PCC PRECAST CONCRETE

PREFAB PREFABRICATE

PREFIN PREFINISH

PROD PRODUCTION

QTY QUANTITY

QT QUARRY TILE

AFF ABOVE FINISHED FLOOR

ACST ACOUSTIC (AL)

ACT ACOUSTICAL CEILING TILE

APC ACOUSTICAL PANEL CEILING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

AL ANGLE

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AWN AWNING

BALC BALCONY

BSMT BASEMENT

BM BEAM, BENCHMARK

BR BEDROOM

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BRKT BRACKET

BRK BRICK

B CL BROOM CLOSET

BLDG BUILDING

BLT IN BUILT-IN

BUR BUILT-UP ROOFING

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CL CENTER LINE

CER CERAMIC

CT CERAMIC TILE

CO CLEANOUT, CASED OPENING

CLR CLEAR, COLOR

CLO CLOSET

COL COLUMN

CMPST COMPOSITE

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COTR CONTRACTING OFFICER

CJ CONTROL JOINT

COP COPING

CU COPPER

CG CORNER GUARD

CORR CORRIDOR

CNTR COUNTER

CSK COUNTER SUNK

DMPF DAMPPROOFING

DL DEAD LOAD

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DR DOOR, DRAIN

DH DOUBLE HUNG

DN DOWN

DS DOWNSPOUT

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DUPL DUPLICATE

R RADIUS, RISER

RWD REDWOOD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RB RESILIENT BASE

RF RESILIENT FLOORING

RA RETURN AIR

REV REVISION

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

SCHED SCHEDULE

SECT SECTION

SHTHG SHEATHING

SHT SHEET

SHV SHELVING

SIM SIMILAR

S SOUTH

SP FIN SPECIAL FINISH

SPEC SPECIFICATION

SQ SQUARE

SF SQUARE FEET

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

S4S SURFACED FOUR SIDES

SUSP SUSPEND

SW SWITCH

SYMM SYMMETRICAL

TK BD TACKBOARD

TEL TELEPHONE

TV TELEVISION

TMPD TEMPERED

TEMP TEMPORARY

TER TERRAZZO

THK THICKNESS

TPD TOILET PAPER DISPENSER

T&G TONGUE AND GROOVE

TOS TOP OF SLAB, STEEL

T TREAD

TYP TYPICAL

UC UNDERCUT

UNFIN UNFINISH

UNO UNLESS NOTED OTHERWISE

VAC VACUUM

VR VAPOR RETARDER

VNR VENEER

VP VENEER PLASTER

VIF VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

W CAB WALL CABINETS

WC WALL COVERING, WATER CLOSET

WP WATERPROOFING, WEATHER

PROOF, WORKING POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

W WEST

WF WIDE FLANGE

WDW WINDOW

W/ WITH

W/O WITHOUT

WD WOOD

WDP WOOD PANELING

5201 Raymond St

Department of Veterans Affairs

KEYED NOTE

WALL TYPE

X WINDOW TREATMENT TYPE

EQUIPMENT

INTERIOR FINISH TYPE

FURNITURE, FIXTURE, EQUIPMENT

CONTRACT LIMIT LINE

COLUMN CENTER LINE

NEW WALL

DEMOLITION

EXISTING WALL

NORTH

APPROVED FOR CONSTRUCTION

Project No: 675-22-701

Orlando, FL 32803

DESIGN TEAM

ABBREVIATIONS OWNER

CODE REFERENCES

PROJECT DESCRIPTION

FACILITY MAP

SYMBOL LEGEND

BUILDING INFORMATION

GENERAL NOTES

VICINITY MAP

THIS PROJECT IS LOCATED IN ORLANDO FLORIDA AT THE LAKE BALDWIN VA MEDICAL

CENTER. THIS PROJECT ADDRESS DEFICIENCIES AT THE LAKE BALDWIN CAMPUS THAT IS

FOCUSED ON EXTERIOR CONSTRUCTION AND REPAIRS. A&E SHALL PROVIDE ALL

NECESSARY DESIGN SERVICES AND CONSTRUCTION PERIOD SERVICES REQUIRED TO

ENSURE THAT THE GENERAL INTENTION OF THE GOVERNMENT IS FULLY SATISFIED.

THIS WORK SHALL INCLUDE BUT NOT BE LIMITED TO ARCHITECTURAL, CIVIL,

MECHANICAL, PLUMBING, & ELECTRICAL.

DESCRIPTIONSYMBOL

ADDRESS LAKE BALDWIN SITE DEFICIENCIES, 675 - 22 -106

Lake Baldwin - Orlando VA Medical Center Department of Veterans Affairs

Architect

Fire Protection

550 North Reo Street, Tampa, FL, 33609

MES Group, Inc

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

David Keith

813-289-4700

David Combs (dcombs@aesusdesign.com)

480-454-2861

NORTH

PROJECT AREA

Lake Baldwin - Orlando VA Medical Center

A. ANY CHANGES MUST BE APPROVED BY COR BEFORE DOING ANY

ADDITIONAL WORK. WORK SCHEDULE TO BE PERFORMED DURING

REGULAR DAY SHIFT HOURS (8AM-4:30PM) ANY WORK OUTSIDE OF

REGULAR SCHEDULE REQUIRES APPROVAL FROM COR.

B. COORDINATE STAGING AREA WITH COR, AND FIND INTERIOR

COVERED STORAGE ON SITE FOR MATERIALS THAT MUST BE

PROTECTED FROM ELEMENTS - COORDINATE WITH COR.

C. PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE TO

ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE ELECTRICAL FOR POWER INTERRUPTION

AND OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY

DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH VA MASTER CONSTRUCTION

SPECIFICATIONS, WHICH CAN BE FOUND AT

HTTP://WWW.CFM.VA.GOV/TIL/. WHERE DISCREPANCIES ARE FOUND

THE MORE STRINGENT SHALL APPLY.

G. NOT ALL KEYNOTES ARE ON ALL SHEETS.

BUILDING CODE:

2020 FBC - INTERNATIONAL BUILDING CODE

2020 FBC - EXISTING BUILDING CODE

2020 FBC - INTERNATIONAL ENERGY CONSERVATION CODE

2020 FFPC - NFPA

ACCESSIBILITY CODE & GUIDELINES:

ABAAS & BFDG

MECHANICAL CODE:

2020 FBC - INTERNATIONAL MECHANICAL CODE

PLUMBING CODE:

2020 FBC - INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE:

2020 FBC - INTERNATIONAL ELECTRICAL CODE

NO LIFE SAFETY WILL BE AFFECTED BY THIS PROJECT.

NFPA

NFPA 101 LIFE SAFETY CODE

NFPA NATIONAL FIRE CODES

NFPA 900 (OSHA)

ISSUED SHEETS

Sheet Number Sheet Name

GENERAL

GI-001 COVER SHEET

ARCHITECTURE

AS-100 SITE PLAN

AE-100 PROPOSED LAYOUTS

AE-101 PROPOSED LAYOUTS

AE-102 EQUIPMENT STORAGE PLANS

AE-103 ELEVATIONS AND SECTIONS

AE-105 DOOR, SAFETY GLAZING AND LOUVER INFORMATION

AE-106 DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-002 STRUCTURAL QUALITY ASSURANCES NOTES & TABLES

S-100 STRUCTURAL SITE PLAN

S-101 FOUNDATION AND FRAMING PLANS

S-201 FRAMING ELEVATIONS

S-301 CONCRETE DETAILS

S-501 STRUCTURAL DETAILS

S-502 STRUCTURAL DETAILS

CIVIL

CS001 CIVIL LEGEND AND NOTES

CE100 EXISTING CONDITIONS

CS100 OVERALL SITE PLAN

CS101 SITE ENLARGED PLAN

CS102 SIDEWALK LAYOUT 1

CS103 SIDEWALK LAYOUT 2

CS104 SIDEWALK LAYOUT 3

CS105 SIDEWALK LAYOUT 4

CS106 SIDEWALK LAYOUT 5

CS107 SIDEWALK LAYOUT 6

CS501 CIVIL DETAILS

CS502 CIVIL DETAILS

ELECTRICAL

EP-000 SYMBOLS AND ABBREVIATIONS

EP-101 ELECTRICAL SITE PLAN

EP-102 ELECTRICAL ENLARGED SITE PLAN

EP-601 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS

EL-101 ENLARGED SITE PLAN - PHOTOMETRICS

FIRE PROTECTION

F-000 FIRE PROTECTIOIN NOTES, LEGENDS, AND DETAILS

F-101 FIRE PROTECTION PLANS

Revisions: Date:

MPE Engineers

1050 E. Southern Ave. Suite 5, Tempe, Arizona 85282

AESUS Design Group

480-454-2861

Civil/Structural Engineers

9090 South Ridgeline Blvd. Suite 105

Highland Ranch, CO, 80129

Calibre Engineering, Inc.

Rick Zabel

303-730-0434

STAMP

10.05.23

A/E:

AESUS DESIGN GROUP

1050 E. Southern Ave, Suite D

Tempe, AZ, 85282

480-454-2861

David Combs

E N T

104.10

101.96102.10 102.64 103.09104.29104.33104.23104.31102.96

102.07

104.11104.27

104.04 C

M E

S T A

M E

S T A

N89°35'32"W 1326.77'

PLAT

N89°59'50"W 70.57'

PLAT S

°0 '5 "E

PICK

PT 1

NW CORNER, S. 1/2

N. 1/2, NW 1/4, NE 1/4

SECTION 16-22-30

SE CORNER, LOT 1, BLOCK "C"

PB "W", PG 71

BRICK

RETENTION

AREA

RETENTION

AREA

R E T E N T

A R E A

RETENTION

AREARETENTION

AREA

RETEN

TION

AREA

R E T E N T

A R E A

R E T E N T

A R E A

R E T E N T

A R E A

R E T E N T

A R E A

RETEN

TION

AREA

R E T E N T

A R E A

R E T E N T

A R E A

R E T E N T

A R E A

R E T E N T

A R E A

R O A D

RT RO

DIRT

ROAD

CONC

S A

A N

N N A

M E T A L

7 8

STOP BAR

(TYP)

B A R

(T Y P

B A R

(T Y P

STOP BAR

(TYP)

MOTORCYCLE 1

11101011

MOTORCYCLE

1 1 1 1

SIGN

B A R

(T Y P

8 8

B O

A R D

(T Y P

B O

A R D

(T Y P

F L A G

P O

B A R

(T Y P

B O

A R D

(T Y P

B O L

R D

(T Y P

B O L

R D

(T Y P

B O L

R D

(T Y P

M O T O R

C Y C

C O N C

D W

ALIMINUM

STEPS

A L

U M

R A M P

C O N C

C W

C O N C

A P R O N

C O N C

A P R O N

C O N C

A P R O N

C O N C

A P R O N

C O N C

A P R O N

C O N C

R A P

C O N C

M E

C O N C

M E

C O N C

M E

C O N C

M E

C P

CONC

APRON

CONC

APRON

C O N C

A P R O N

F O U N

C O V D

C W6

C W

C C

C W

M E T A L

C O N C

C U R B

(T Y P

C C

CONC

C O N C

S T E P S

R A M P

2.5'

1.4'

32.1'

49.3'

CONC

C C

CONC

G A S

P U M P

CBW

C O N C

H E A D W A

C O N C

H E A D W A

C O N C

H E A D W A

C O N C

H E A D W A

CONC

HEADWALL

C O N C

H E A D W A

CONC

HEADWALL

C O N C

H E A D W A

C O N C

H E A D W A

C O N C

H E A D W A

C O N C

H E A D W A

.4 'x .4 C O L U M N

(T Y P

.4 'x .4 C O L U M N

(T Y P

C O N C

H E A D W A

B R

W A

BRICK

WALL

CBW

BRICK

WALL

B R

W A

BRICK

WALL

BRICK

WALL

BRICK

WALL

1'E

.8 'S

C B W

.6 'S

.0 ' S

CBW CBW

CLF

S E L

F U E L

S T O R A G E

M F

1'W

0.5'W

M F

0.7'W

0.4'W

1.5'W

0.7'W

1.3'W

S E P

T A N K

S E P

T A N K

O N

S E P

T A N K

S89°59'23"W 333.86'

MEAS

S87°40'34"E 206.41'

MEAS

S ° 5 ' 3 " W

M E A S

S ° 5 ' 4

M E A S

A S P H A

LTA

S P H A

A S P H A

ASPHALT

A S P H A

LTA

S P H A

A S P H A

ALT

ASPHALT

A S P H A

ASPHALT

A S P H A

ASPHALT

A S P H A

ASPHALT

ASP

HALT

A S P H A

M E

A S P H A

M E

A S P H A

ASPH

ALT

ASPH

ALT

ASPHALT

A V E N U E

RAYMOND

STREET

RAYMOND

STREET

R A Y M O N D

S T R E E T

PALMETTOAVENUE

C O M F O R T

A V E N U E

NASH

STREET

NASH

STREET

M E R C Y

A V E N U E

LAKE BALDWIN

LANE

N °3 '1

C M

N87°46'09"E 1659.45'

C&M

S87°40'44"E 206.44'

CALC

S89°59'50"W 333.97'

PLAT

C3S89°59'50"W 692.12' C&M

S89°59'50"W 692.12' C&M

N87°46'09"E 1659.45'

C&M

S ° 5 ' 3

C M

S ° 5 ' 3

C A L C

G M

G V

F O

C O

P S

S PS

PSPS

PS PS

P S

PSPS

P S

PSPSPSPS

PSPS

PS PS PS PS

P S

PSPS

P S

R R

RRRR

R R

R R R

R R

R R R

R R R R R R R R R R R R R R

R R R

R R

R R R R R R R R R R R R R R R R R R R R

R R

C O

R R

R R R

R R

T V

P S

SD SD

P S

BUILDING 500

BUILDING 504

BUILDING 502

B U

BUILDING 501

B U

BUILDING 505 BUILDING 506 BUILDING 507 BUILDING 508

BUILDING 519, 522, 521,524

BUILDING 510

B U

BUILDING 3133

BUILDING 3130

B U

/AE-100 9

/AE-101 1

/AE-101 2

/AE-101 4

ITEM E

ITEM G

ITEM B

ITEM F

ITEM A

ITEM H

ITEM D

ITEM C

ITEM E

PROPOSED MAN-

GATE LOCATION.

REF ELEVATION

9/AE103

ITEM I

ALTERNATIVE SIDEWALK

LOCATION TO CONNECT

TO EXISTING WALK PATH

/AE-102 1

CIVIL TO PROVIDE

SIGNAGE TO

DIRECT EMPLOYEE

AND PATIENT FOOT

TRAFFIC

/AE-101 3

SITE PLAN GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES

THAT ARE NOT MARKED FOR REMOVAL.

2. CONTRACTOR SHALL PHASE ROAD REMOVAL AND CONSTRUCTION SO AS

TO ALWAYS ALLOW AT LEAST ONE LANE OF TRAFFIC ON MAIN ACCESS

DRIVE. CONTRACTOR MAY CLOSE DRIVE TO ER/TRAUMA

ENTRANCE, BUT MUST COORDINATE WITH VA COR. TRAFFIC CLOSURE

SHALL MEET MUTCD REQUIREMENTS AND SHALL HAVE LIGHTED

BARRICADES FOR PROJECT.

3. CONTRACTOR SHALL INSTALL TEMPORARY 6' TALL CHAIN LINK SECURITY

FENCING TO SECURE CONSTRUCTION SITE. CONTRACTOR SHALL INSTALL

GATES TO ALLOW WORKING ACCESS FOR EQUIPMENT

AND PEOPLE.

4. CONTRACTOR SHALL BLOCK OFF SIDEWALK WITH ORANGE SNOW FENCE

AND INSTALL TEMPORARY SIGNAGE INDICATING THAT THE SIDEWALK IS

CLOSED.

5. CONTRACTOR SHALL PROVIDE TEMPORARY GRAVEL FILL, AS NEEDED, TO

ALLOW FOR VEHICULAR TRAFFIC TO USE ROADWAY WHILE NOT ACTIVELY

WORKING IN THE TRENCH. CONTRACTOR WILL BE RESPONSIBLE FOR

ENSURING THE TEMPORARY GRAVEL FILL IS AT GRADE AND WILL RESPOND

IMMEDIATELEY IF TEMPORARY GRAVEL FILL AREA SETTLES, CREATING A

HAZARD.

6. CONTRACTOR SHALL SUPPLY TRAFFIC CONTROL IN COMPLIANCE WITH

ALL MUTCD REGULATIONS. TRAFFIC CONTROL SHALL CONSIST OF AT LEAST

TYPE II BARRICADES WITH LIGHTS ON RESTRICTED

LANES OF TRAFFIC AND AT THE EDGE OF PAVEMENT WITH TEMPORARY

ACCESS OVER THE ROCKED IN LANE. TRAFFIC CONES MAY BE NEEDED ON

A TEMPORARY BASIS TO REDIRECT.

A. ANY CHANGES MUST BE APPROVED BY COR BEFORE DOING ANY

ADDITIONAL WORK. WORK SCHEDULE TO BE PERFORMED DURING

REGULAR DAY SHIFT HOURS (8AM-4:30PM) ANY WORK OUTSIDE OF

REGULAR SCHEDULE REQUIRES APPROVAL FROM COR.

B. COORDINATE STAGING AREA WITH COR, AND FIND INTERIOR

COVERED STORAGE ON SITE FOR MATERIALS THAT MUST BE

PROTECTED FROM ELEMENTS - COORDINATE WITH COR.

C. PERFORM WORK IN ACCORDANCE WITH VHA DIRECTIVE 2004-012

SAFETY AND HEALTH DURING CONSTRUCTION ACTIVITIES AND VHA

DIRECTIVE 7701 OCCUPATIONAL SAFETY AND HEALTH (OSH) .

D. WORK PERFORMED FOR THIS PROJECT MAY INTERRUPT SERVICE

TO ADJACENT AREAS AT TIMES BUT WILL NOT INTERRUPT OVERALL

FACILITY OPERATION. SEE ELECTRICAL FOR POWER INTERRUPTION

AND OUTAGE REQUIREMENTS.

E. CONTRACTOR TO VERIFY ALL DETAILS AGAINST EXISTING

CONDITIONS PRIOR TO PURCHASE OF EQUIPMENT AND PRIOR TO

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR BRINGING

ANY DISCREPANCIES IN PLANS AND EXISTING SITE CONDITIONS TO

IMMEDIATE ATTENTION OF CONTRACTING OFFICER

REPRESENTATIVE.

F. CONTRACTOR SHALL PERFORM ALL WORK AND PROVIDE ALL

MATERIALS IN ACCORDANCE WITH VA MASTER CONSTRUCTION

SPECIFICATIONS, WHICH CAN BE FOUND AT

HTTP://WWW.CFM.VA.GOV/TIL/. WHERE DISCREPANCIES ARE FOUND

THE MORE STRINGENT SHALL APPLY.

GENERAL NOTES

A. THE CONTRACTORS SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH COR.

B. ALL UTILITY WORK SHALL BE COORDINATED WITH CIVIL PLANS.

C. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY COR.

D. ALL HOSPITAL ACCESS POINTS, AND ALL BUILDING EXITS, MUST

REMAIN ACCESSIBLE, CLEAR AND UNOBSTRUCTED THROUGHOUT

ALL PHASES OF DEMOLITION AND CONSTRUCTION. SHORT-TERM

CLOSURE MAY BE ACCEPTABLE AS COORDINATED WITH COR.

E. THE CONTRACTOR SHALL COORDINATE ALL ROOF TOP WORK AND

ROOF REPAIRS WITH THE COR.

GENERAL PHASING NOTES

FLOOR PLAN LEGEND

SCOPE OF WORK

NEW SIDEWALK

EXISTING CANOPY

SCOPE OF WORK ITEMS

A.REPAVING PARKING LOT K AND OTHER FAILING ROAD SECTIONS: MAIN

FOCUS WILL BE ON PARKING LOT K WITH SITE INVESTIGATION AND

RECOMMENDATIONS FOR OTHER PARKING LOT REPAIRS AS

RECOMMENDED.

B. REPLACING/REPAIRING COLLAPSING STORM WATER COLLECTION

SYSTEM: THE STORM WATER SYSTEM PARKING LOT B IS SHOWING

DAMAGE AND DETERIORATION. THE TOP SURFACE OF THE PARKING LOT IS

COLLAPSING ALONG THE PATH OF THE STORM WATER SYSTEM.

C. BUILD GAZEBO AT DOMICILIARY: CONSTRUCT A GAZEBO OR COVERED

AREA AT THE SOUTHEAST CORNER OF THE DOMICILIARY. THERE IS AN

EXISTING CONCRETE PAD THAT IS NOT COVERED. THE NEW GAZEBO OR

STRUCTURE SHALL PROVIDE COVERAGE OF THE ENTIRE PAD.

D. NEW COVERED WALKWAYS: INSTALL NEW COVERED WALKWAYS IN TWO

(2) AREAS. (1) CONNECT BUILDING 500 TO BUILDING 3128 & 3129. (2)

CONNECT BUILDING 508 TO SOUTH ENTRANCE OF BUILDING 500 ALONG

WITH PORTIONS OF THE ROUNDABOUT.

E. COMPLETION OF CAMPUS WALKING PATH: CONSTRUCT NEW SIDEWALKS

AROUND THE PERIMETER OF THE ENTIRE CAMPUS. PORTIONS OF THE

PERIMETER HAVE EXISTING SIDEWALKS BUT IS NOT CONTINUOUS AROUND

THE CAMPUS.

F. RELOCATION OF MARQUEE SIGN: THE EXISTING MARQUEE SIGN ON THE

SOUTHWEST (SW) CORNER OF THE CAMPUS IS DIFFICULT TO SEE FROM

THE ENTRANCE OF THE CAMPUS. THE EXISTING MARQUEE SIGN IS TO BE

REMOVED AND AN UPGRADE MARQUEE SIGN SHALL BE PLACED OUTSIDE

THE CAMPUS FENCE FOR BETTER VISIBILITY.

G. INSTALL REMOVABLE BOLLARDS AT SOUTHWEST (SW) ENTRANCE ON

THE CAMPUS.

H. COVERED STORAGE FOR ENVIRONMENTAL MANAGEMENT SERVICES

(EMS) LINEN CARTS: CONSTRUCT AN OUTDOOR STORAGE AREA TO STORE

SOILED LINEN CARTS. NEW STORAGE AREA TO BE APPROXIMATELY 800SF

WITH THREE (3) WALLS. NEW WALLS TO MATCH EXTERIOR OF BUILDING

500. NEW STORAGE AREA TO BE LOCATED SOUTH OF BUILDING 501 AND

BETWEEN BUILDING 500.

I. PRESSURE-WASH TOP AND BOTTOMS OF CANOPY DECKS AND CLEAN OUT

GUTTERS/DOWNSPOUTS THROUGHOUT EXISTING COVERED WALKWAYS

THROUGHOUT THE CAMPUS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

100% Bid Documents

C U s e rs \E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

-2

-7

A L a k e

B a ld w in s it e d e fi c ie n c ie s jd o rn a n D

S R

W .r v t

/5 /2

AS-100

SITE PLAN ADDRESS LAKE BALDWIN SITE

DEFICIENCIES

5201 Raymond St, Orlando, FL 32803

675-22-106

OCT. 13, 2023 AESUS AESUS

1/64" = 1'-0"

Site Plan

Revisions: Date:

10.05.23

A/E:

AESUS DESIGN GROUP

1050 E. Southern Ave, Suite D

Tempe, AZ, 85282

C L F

ASPHALT

A. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE

DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY

DISCREPENCIES OR CONFLICTS BEFORE PROCEEDING WITH THAT

PORTION OF THE WORK.

B. ALL DIMENSIONS ARE TAKEN FROM EXISTING FACE OF WALLS

C. PRIOR TO START OF ANY WORK, THE CONTRACTOR IS REQUIRED

TO VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE

EXTENT AND NATURE OF WORK TO BE PERFORMED. EXISTING

CONDITIONS MAY SLIGHTLY VARY FROM THOSE SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS, DIMENSIONS, AND MATERIALS IN THE FIELD AND

GENERATE A LIST OF DISCREPANCIES IN WRITING AND REPORT

TO THE OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

D. THE CONTRACTOR SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH THE OWNER.

E. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY THE OWNER.

F. ALL UTILITY WORK SHALL BE COORDINATED WITH MECHANICAL,

PLUMBING, ELECTRICAL, AND FIRE PROTECTION.

G. PROVIDE CONTINUOUS FIRE RATED CONSTRUCTION AROUND ALL

RECESSED FIXTURES AND ACCESSORIES LOCATED IN FIRE RATED

PARTITIONS

H. PROVIDE AND COORDINATE BACKING PLATES FOR ALL

EQUIPMENT, ACCESSORIES, CASEWORK, ETC.

I. WHERE FLOOR FINISHES CHANGE BETWEEN TWO ROOMS,

TRANSITION SHALL OCCUR AT CENTER OF DOOR, U.O.N.

J. PROVIDE TWO ROWS OF CONTINUOUS BACKING PLATES ALONG

ALL PARTITIONS INSIDE STORAGE ROOMS, U.O.N. VERIFY

MOUNTING HEIGHT OF THE BACKING PLATES WITH OWNER, U.O.N.

K. PATCH ALL AREAS OF FIREPROOFING WHERE REMOVED FOR

INSTALLATION OF NEW WORK.

L. PROVIDE FIRESTOPPING AND/OR SEALANT AT ALL UNPROTECTED

PENETRATIONS AND OPENINGS IN EXISTING RATED PARTITIONS

AND FLOOR SLABS EXPOSED DURING THE CONSTRUCTION

PROJECT THAT ARE WITHIN THE PROJECT AREA.

M. PRIOR TO SAW CUTTING AND OR CORE DRILLING CONCRETE, THE

CONTRACTOR SHALL V-RAY USING "A MODERN DETECTION

SYSTEM" TO LOCATE REINFORCING AND OBSTRUCTIONS IN THE

CONCRETE.

N. IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED, STOP ALL

WORK IN THE AREA AND REPORT TO OWNER.

O. PROTECT ALL EXISTING CONDITIONS & EQUIPMENT DURING

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING ANY OPENINGS AND REPONSIBLE FOR ANY DAMAGE

THAT MAY RESULT FROM SUCH OPENINGS BEING LEFT

UNPROTECTED OR THOSE THAT HAVE OCCURED AS A RESULT OF

PROTECTING THE OPENINGS.

P. AS PART OF THIS PROJECT, THE GC SHALL SURVEY THE PROJECT

AREA FOR EXISTING UNDERGROUND UTILITIES USING A UTILITY

LOCATING SERVICE. SEE CIVIL DRAWINGS FOR ADDITIONAL INFO.

Q. THE CANOPY AND CANOPY COLUMNS ARE IDENTIFIED ON THE

DRAWINGS FOR DESIGN INTENT. THE GC SHALL PROVIDE FULL

SHOP DRAWINGS AND DETAILS PER THE MANUFACTURER'S R

ECOMMENDATIONS. THE ACTUAL COLUMN LOCATIONS AND CAOPY

PROFILE WILL BE DETERMINED BY THE MANUFACTURER'S

LIMITATIONS AND SITE CONSTRAINTS.

R. THE NEW CANOPIES SHALL MATCH THE EXISTING CANOPY STYLE

AND FINISH, TYPICAL.

FLOOR PLAN GENERAL NOTES

404 ft²

EQUIPMENT STORAGE

/AE-102 1

OUTLINE OF

CORRUGATED

METAL CANOPY

ABOVE. PAINTED

TO MATCH

EXISTING

AE-103

Sim

EXISTING

BUIDING

EXISTING

BUIDING

EXISTING

BUIDING

EXISTING

BUIDING

EXISTING

BUIDING

OUTLINE OF

CORRUGATED

METAL CANOPY

ABOVE. PAINTED

TO MATCH

EXISTING

96' - 2"

47 ' - 2 "

10' - 0"

EXISTING SIDEWALK, TYPICAL.

SAW CUT SLAB AS REQUIRED

FOR NEW CANOPY

FOUNDATIONS

EXISTING SIDEWALK, TYPICAL.

SAW CUT SLAB AS REQUIRED

FOR NEW CANOPY

FOUNDATIONS

NOTES:

EXISTING PAVEMENT, TYPICAL.

SAW CUT AS REQUIRED FOR

NEW CANOPY FOUNDATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

100% Bid Documents

C U s e rs \E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

-2

-7

A L a k e

B a ld w in s it e d e fi c ie n c ie s jd o rn a n D

S R

W .r v t

/5 /2

AE-100

PROPOSED LAYOUTS ADDRESS LAKE BALDWIN SITE

DEFICIENCIES

5201 Raymond St, Orlando, FL 32803

675-22-106

OCT. 13, 2023 AESUS AESUS

3/32" = 1'-0"

ENLARGED CANOPY

Revisions: Date:

10.05.23

A/E:

AESUS DESIGN GROUP

1050 E. Southern Ave, Suite D

Tempe, AZ, 85282

F O U N T A I N

C W

M E T A L

BRICK

WALL

R R

C O

AE-103

OUTLINE OF

CORRUGATED

METAL ROOF

ABOVE, PAINTED

TO MATCH

EXISTING

AE-103

Sim

EXISTING CURB

EXISTING

BUILDING

EXISTING

BUILDING

OUTLINE OF

CORRUGATED

METAL ROOF

ABOVE, PAINTED

TO MATCH

EXISTING

CANOPY

COLUMNS AND

FOOTING

LOCATIONS MAY

VARY BASED ON

MANF. REC. SAW

CUT SLAB AS

REQUIRED FOR

NEW CANOPY

FOUNDATIONS.

10' - 0"

CANOPY FILLER

PIECE, MANF. TO

PROVIDE SHOP

DRAWINGS

AE-106

EXPANSION

JOINT, SEE

DETAILS

AE-103

AE-1031

WOOD TIMBER FRAMED

PERGOLA

EXISTING BUILDING

OUTLINE OF CANOPY

ABOVE

EXISTING CONCRETE

SLAB. SAW CUT SLAB AS

REQUIRED FOR NEW

PERGOLA FOUNDATIONS.

EXISTING

MECHANICAL

EQUIPMENT

AE-103

20' - 6"

2' - 0" 2' - 0"

AE-103

Sim

/AE-106 9

6' - 0"

10' - 8"

NEW PREFABRICATED

CANOPY, SEE SECTIONS

AND DETAILS

EXISTING WROUGHT

IRON FENCE TO

REMAIN

B 2' - 0

SLAB

2' -

N 1' - 6

SIG

1' - 6"

6X6 STEEL

POST

6X6 STEEL

POST

6" CONCRETE

SLAB

OUTLINE OF SIGN

DEMOLISH WROUGHT IRON

FENCE AS REQUIRED FOR

NEW SLAB AND SIGN.

EXISTING FENCE

COLUMN TO REMAIN

EXISTING FENCE

COLUMN TO REMAIN

NEW SIDEWALK PER

PLANS

AE-103

A. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE

DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY

DISCREPENCIES OR CONFLICTS BEFORE PROCEEDING WITH THAT

PORTION OF THE WORK.

B. ALL DIMENSIONS ARE TAKEN FROM EXISTING FACE OF WALLS

C. PRIOR TO START OF ANY WORK, THE CONTRACTOR IS REQUIRED

TO VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE

EXTENT AND NATURE OF WORK TO BE PERFORMED. EXISTING

CONDITIONS MAY SLIGHTLY VARY FROM THOSE SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS, DIMENSIONS, AND MATERIALS IN THE FIELD AND

GENERATE A LIST OF DISCREPANCIES IN WRITING AND REPORT

TO THE OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

D. THE CONTRACTOR SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH THE OWNER.

E. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY THE OWNER.

PARTITIONS

H. PROVIDE AND COORDINATE BACKING PLATES FOR ALL

EQUIPMENT, ACCESSORIES, CASEWORK, ETC.

I. WHERE FLOOR FINISHES CHANGE BETWEEN TWO ROOMS,

TRANSITION SHALL OCCUR AT CENTER OF DOOR, U.O.N.

J. PROVIDE TWO ROWS OF CONTINUOUS BACKING PLATES ALONG

ALL PARTITIONS INSIDE STORAGE ROOMS, U.O.N. VERIFY

MOUNTING HEIGHT OF THE BACKING PLATES WITH OWNER, U.O.N.

K. PATCH ALL AREAS OF FIREPROOFING WHERE REMOVED FOR

INSTALLATION OF NEW WORK.

L. PROVIDE FIRESTOPPING AND/OR SEALANT AT ALL UNPROTECTED

PENETRATIONS AND OPENINGS IN EXISTING RATED PARTITIONS

AND FLOOR SLABS EXPOSED DURING THE CONSTRUCTION

PROJECT THAT ARE WITHIN THE PROJECT AREA.

M. PRIOR TO SAW CUTTING AND OR CORE DRILLING CONCRETE, THE

CONTRACTOR SHALL V-RAY USING "A MODERN DETECTION

SYSTEM" TO LOCATE REINFORCING AND OBSTRUCTIONS IN THE

CONCRETE.

N. IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED, STOP ALL

WORK IN THE AREA AND REPORT TO OWNER.

O. PROTECT ALL EXISTING CONDITIONS & EQUIPMENT DURING

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING ANY OPENINGS AND REPONSIBLE FOR ANY DAMAGE

THAT MAY RESULT FROM SUCH OPENINGS BEING LEFT

UNPROTECTED OR THOSE THAT HAVE OCCURED AS A RESULT OF

PROTECTING THE OPENINGS.

P. AS PART OF THIS PROJECT, THE GC SHALL SURVEY THE PROJECT

AREA FOR EXISTING UNDERGROUND UTILITIES USING A UTILITY

LOCATING SERVICE. SEE CIVIL DRAWINGS FOR ADDITIONAL INFO.

Q. THE CANOPY AND CANOPY COLUMNS ARE IDENTIFIED ON THE

DRAWINGS FOR DESIGN INTENT. THE GC SHALL PROVIDE FULL

SHOP DRAWINGS AND DETAILS PER THE MANUFACTURER'S R

ECOMMENDATIONS. THE ACTUAL COLUMN LOCATIONS AND CAOPY

PROFILE WILL BE DETERMINED BY THE MANUFACTURER'S

LIMITATIONS AND SITE CONSTRAINTS.

R. THE NEW CANOPIES SHALL MATCH THE EXISTING CANOPY STYLE

AND FINISH, TYPICAL.

FLOOR PLAN GENERAL NOTES

AE-103

AE-1031

AE-103

NEW SHINGLE ROOF

EXISTING BUILDING

OUTLINE OF STRUCTURAL

COLUMNS BELOW

20' - 6"

2' - 0" 2' - 0"

AE-103

Sim

6' - 0"

24' - 6"

4"/12" SLOPE 4"/12" SLOPE

L O

P E

L O

P E

NEW PREFABRICATED

CANOPY, SEE SECTIONS

AND DETAILS

ROOF PLAN GENERAL NOTES

1. ROOF TYPE: TPO/SHINGLE

2. REFER TO PLANS FOR ROOF SLOPE

4. TOP OF INSULATION HEIGHTS, HIGH POINTS AND LOW

POINTS, ARE INDICATED AS THE TOP OF ROOF SURFACE

ABOVE THE ROOF DRAIN(S). (I.E. + 3.5" WHERE HIGH POINT

OF ROOF DRAIN SUMP IS +0"

5. REFER TO SHEET AE-106 FOR TYPICAL ROOF DETAILS.

6. ALL ROOF TOP MECHANICAL, ELECTRICAL AND/OR

PLUMBING EQUIPMENT SHOWN FOR INFORMATION ONLY.

REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING

DOCUMENTS AND SPECIFICATIONS FOR SPECIFIC DESIGN

INFORMATION.

7. PROVIDE WALKWAY PROTECTION TO MAJOR MECHANICAL,

ELECTRICAL AND PLUMBING EQUIPMENT AS REQUIRED TO

PROVIDE SERVICE ACCESS. WALKWAY PROTECTION IS

INDICATED AS A GENERAL LAYOUT AND MAY NOT SHOW ALL

FINAL LOCATIONS OF ALL EQUIPMENT.

8. EXISTING ROOFS TO REMAIN, U.N.O.

9. REFERENCE DEMOLITION PLANS AND SECTIONS.

10. PATCH AND REPAIR EXISTING ROOFS DAMAGED DURING

CONSTRUCTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

100% Bid Documents

C U s e rs \E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

-2

-7

A L a k e

B a ld w in s it e d e fi c ie n c ie s jd o rn a n D

S R

W .r v t

/5 /2

AE-101

PROPOSED LAYOUTS ADDRESS LAKE BALDWIN SITE

DEFICIENCIES

5201 Raymond St, Orlando, FL 32803

675-22-106

OCT. 13, 2023 AESUS AESUS

3/32" = 1'-0"

ENLARGED CANOPY

3/16" = 1'-0"

ENLARGED PERGOLA

1/2" = 1'-0"

MARQUEE SIGN ENLARGED

Revisions: Date:

3/16" = 1'-0"

ENLARGED PERGOLA ROOF PLAN

10.05.23

A/E:

AESUS DESIGN GROUP

1050 E. Southern Ave, Suite D

Tempe, AZ, 85282

101.1

101.3

. 2

. 1

. 3

ASPHALT

AE-1023

AE-102

30' - 0"

O P

E N

AE-102

/AE-106 1

/AE-106 3

8" CMU WALL WITH EIFS

TO MATCH ADJACENT

BUILDING

EQUIPMENT STORAGE

EXISTING SIDEWALK

TO REMAIN

NEW RIBBON SLAB

TO MATCH

ELEVATION OF

EXISTING ADJACENT

SIDEWALK

OUTLINE OF

CANOPY ABOVE

6' - 6"

AE-102

AE-102 7

SIM

14' - 0"

1/4"/12" SLOPE

NEW TPO ROOF

SCUPPER AND

DOWNSPOUT

CRICKET

AE-102

CONT.

PREFINISHED

PARAPET CAP

AE-106

Level 1 0' - 0"

T.O. PARAPET

12' - 0"

O P

E N

AE-102

8" CMU WALL WITH EIFS

TO MATCH ADJACENT

BUILDING

NEW CANOPY, REF.

DETAIL 8/AE-103, SIM

EIFS REVEAL,

TYPICAL

CONT. PREFINISHED

PARAPET CAP

Level 1 0' - 0"

T.O. PARAPET

12' - 0"

8" CMU WALL WITH EIFS

TO MATCH ADJACENT

BUILDING

NEW CANOPY, REF.

DETAIL 7/AE103, SIM

CONT. PREFINISHED

PARAPET CAP

ROOF BEYOND

EIFS REVEAL, TYPICAL

CLEAR AREA OF ANY OBSTRUCTIONS AS

REQUIRED FOR BUILDING. SEE CIVIL FOR

ADDITIONAL INFO.

Level 1 0' - 0"

T.O. PARAPET

12' - 0"

NEW FOOTING, REFER TO

STRUCTURAL DRAWINGS,

TYPICAL.

8" CMU WALL WITH DIRECT

APPLIED EFIS, EXPOSED

FINISH ON INTERIOR

O P

E N

CONCRETE SLAB ON

GRADE WITH FOOTING PER

STRUCTURAL

SEALED

CONCRETE FINISH

/AE-106 5

CONT PARAPET CAP

AE-106

EQUIPMENT STORAGE

NEW CANOPY,

REF. DETAIL

7/AE103, SIM.

EXISTING

SIDEWALK TO

REMAIN

NEW RIBBON SLAB

TPO ROOF SYSTEM

OVER 4" OF RIGID

INSULATION. SEE

ROOF DETAILS.

A. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. LARGER SCALE

DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY

DISCREPENCIES OR CONFLICTS BEFORE PROCEEDING WITH THAT

PORTION OF THE WORK.

B. ALL DIMENSIONS ARE TAKEN FROM EXISTING FACE OF WALLS

C. PRIOR TO START OF ANY WORK, THE CONTRACTOR IS REQUIRED

TO VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH THE

EXTENT AND NATURE OF WORK TO BE PERFORMED. EXISTING

CONDITIONS MAY SLIGHTLY VARY FROM THOSE SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS, DIMENSIONS, AND MATERIALS IN THE FIELD AND

GENERATE A LIST OF DISCREPANCIES IN WRITING AND REPORT

TO THE OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

D. THE CONTRACTOR SHALL COORDINATE EQUIPMENT AND

MATERIAL TRAFFIC AND STORAGE WITH THE OWNER.

E. ALL ASPECTS OF CONTRACTOR STAGING AND CONSTRUCTION

PHASING SHALL BE APPROVED BY THE OWNER.

PARTITIONS

H. PROVIDE AND COORDINATE BACKING PLATES FOR ALL

EQUIPMENT, ACCESSORIES, CASEWORK, ETC.

I. WHERE FLOOR FINISHES CHANGE BETWEEN TWO ROOMS,

TRANSITION SHALL OCCUR AT CENTER OF DOOR, U.O.N.

J. PROVIDE TWO ROWS OF CONTINUOUS BACKING PLATES ALONG

ALL PARTITIONS INSIDE STORAGE ROOMS, U.O.N. VERIFY

MOUNTING HEIGHT OF THE BACKING PLATES WITH OWNER, U.O.N.

K. PATCH ALL AREAS OF FIREPROOFING WHERE REMOVED FOR

INSTALLATION OF NEW WORK.

L. PROVIDE FIRESTOPPING AND/OR SEALANT AT ALL UNPROTECTED

PENETRATIONS AND OPENINGS IN EXISTING RATED PARTITIONS

AND FLOOR SLABS EXPOSED DURING THE CONSTRUCTION

PROJECT THAT ARE WITHIN THE PROJECT AREA.

M. PRIOR TO SAW CUTTING AND OR CORE DRILLING CONCRETE, THE

CONTRACTOR SHALL V-RAY USING "A MODERN DETECTION

SYSTEM" TO LOCATE REINFORCING AND OBSTRUCTIONS IN THE

CONCRETE.

N. IF ASBESTOS CONTAINING MATERIALS ARE SUSPECTED, STOP ALL

WORK IN THE AREA AND REPORT TO OWNER.

O. PROTECT ALL EXISTING CONDITIONS & EQUIPMENT DURING

CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

PROTECTING ANY OPENINGS AND REPONSIBLE FOR ANY DAMAGE

THAT MAY RESULT FROM SUCH OPENINGS BEING LEFT

UNPROTECTED OR THOSE THAT HAVE OCCURED AS A RESULT OF

PROTECTING THE OPENINGS.

P. AS PART OF THIS PROJECT, THE GC SHALL SURVEY THE PROJECT

AREA FOR EXISTING UNDERGROUND UTILITIES USING A UTILITY

LOCATING SERVICE. SEE CIVIL DRAWINGS FOR ADDITIONAL INFO.

Q. THE CANOPY AND CANOPY COLUMNS ARE IDENTIFIED ON THE

DRAWINGS FOR DESIGN INTENT. THE GC SHALL PROVIDE FULL

SHOP DRAWINGS AND DETAILS PER THE MANUFACTURER'S R

ECOMMENDATIONS. THE ACTUAL COLUMN LOCATIONS AND CAOPY

PROFILE WILL BE DETERMINED BY THE MANUFACTURER'S

LIMITATIONS AND SITE CONSTRAINTS.

R. THE NEW CANOPIES SHALL MATCH THE EXISTING CANOPY STYLE

AND FINISH, TYPICAL.

FLOOR PLAN GENERAL NOTES

ROOF PLAN GENERAL NOTES

1. ROOF TYPE: TPO/SHINGLE

2. REFER TO PLANS FOR ROOF SLOPE

4. TOP OF INSULATION HEIGHTS, HIGH POINTS AND LOW

POINTS, ARE INDICATED AS THE TOP OF ROOF SURFACE

ABOVE THE ROOF DRAIN(S). (I.E. + 3.5" WHERE HIGH POINT

OF ROOF DRAIN SUMP IS +0"

5. REFER TO SHEET AE-106 FOR TYPICAL ROOF DETAILS.

6. ALL ROOF TOP MECHANICAL, ELECTRICAL AND/OR

PLUMBING EQUIPMENT SHOWN FOR INFORMATION ONLY.

REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING

DOCUMENTS AND SPECIFICATIONS FOR SPECIFIC DESIGN

INFORMATION.

7. PROVIDE WALKWAY PROTECTION TO MAJOR MECHANICAL,

ELECTRICAL AND PLUMBING EQUIPMENT AS REQUIRED TO

PROVIDE SERVICE ACCESS. WALKWAY PROTECTION IS

INDICATED AS A GENERAL LAYOUT AND MAY NOT SHOW ALL

FINAL LOCATIONS OF ALL EQUIPMENT.

8. EXISTING ROOFS TO REMAIN, U.N.O.

9. REFERENCE DEMOLITION PLANS AND SECTIONS.

10. PATCH AND REPAIR EXISTING ROOFS DAMAGED DURING

CONSTRUCTION.

Level 1 0' - 0"

T.O. PERGOLA

12' - 0"

T.O. PARAPET

12' - 0"

AE-102

8" CMU WALL WITH EIFS

TO MATCH ADJACENT

BUILDING

CONT. PREFINISHED

PARAPET CAP

EIFS REVEAL, TYPICAL

ROOF BEYOND SCUPPER

BOX AND

DOWNSPOUT

SPLASH BLOCK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

100% Bid Documents

C U s e rs \E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

-2

-7

A L a k e

B a ld w in s it e d e fi c ie n c ie s jd o rn a n D

S R

W .r v t

/5 /2

AE-102

EQUIPMENT STORAGE PLANS ADDRESS LAKE BALDWIN SITE

DEFICIENCIES

5201 Raymond St, Orlando, FL 32803

675-22-106

OCT. 13, 2023 AESUS AESUS

3/16" = 1'-0"

EQUIPMENT STORAGE FLOOR PLAN

3/16" = 1'-0"

EQUIPMENT STORAGE ROOF PLAN

3/16" = 1'-0"

EQUIPMENT STORAGE ELEVATION -

EAST

3/16" = 1'-0"

EQUIPMENT STORAGE ELEVATION -

SOUTH

1/16" = 1'-0"

SITE DEMO PLAN

3/16" = 1'-0"

EQUIPMENT STORAGE SECTION

Revisions: Date:

3/16" = 1'-0"

EQUIPMENT STORAGE ELEVATION

-WEST

10.05.23

A/E:

AESUS DESIGN GROUP

1050 E. Southern Ave, Suite D

Tempe, AZ, 85282

Level 1 0' - 0"

T.O. PERGOLA

12' - 0"

SHINGLE

ROOF

WOOD

TIMBER

FRAMING

AE-103

T.O. TIMBER

8' - 0"

ADHERED

MASONRY

SYSTEM

AE-106

Level 1 0' - 0"

T.O. PERGOLA

12' - 0"SHINGLE

ROOF

WOOD

TIMBER

FRAMING

T.O. TIMBER

8' - 0"

ADHERED

MASONRY

SYSTEM9

AE-106

Level 1 0' - 0"

T.O. CANOPY

9' - 0"

CORRUGATED METAL

DECK, PAINTED TO

MATCH EXISTING

COLUMN

BEAM

1' - 0"

BRACE

RAINWATER

WATER

W A

T E

EXISTING

SIDEWALK

Level 1 0' - 0"

6.5" TALL

LETTERING

PROGRAMABLE

DIGITAL DISPLAY

POWDER COATED

ALUMINUM

CONSTRUCTION

CONCRETE SLAB AND

FOUNDATION, SEE PLAN

AND STRUCTURAL.

GAP TO BE NO

MORE THAN 4"

WIDE, TYPICAL.

MODIFY EXISTING

WROUGHT IRON FENCE

AS REQ'D FOR SIGN.

Level 1 0' - 0"

T.O. CANOPY

9' - 0"

AE-103

CORRUGATED METAL

ROOF, PAINTED TO

MATCH EXISTING

TUBE STEEL

STRUCTURE, PAINTED

TO MATCH EXISTING

Level 1 0' - 0"

T.O. TIMBER

8' - 0"

/AE-106 7

/AE-106 8

ADHERED MASONRY

SYSTEM OVER FRAMING

REMOVE, PATCH, AND

REPAIR EXISTING SLAB AS

REQ'D FOR NEW FOOTING

NEW FOOTER PER

STRUCTURAL PLANS

SHINGLE ROOF

AE-106

Level 1 0' - 0"

CORRUGATED METAL

DECK, PAINTED TO

MATCH EXISTING

COLUMN

BEAM

RAINWATER

WATER

W A

T E

BUILDING

FACE

AE-106

EXISTING FENCE

COLUMNS TO REMAIN.

EXISTING WROUGHT

IRON FENCE

EXISTING ELECTRICAL

BOX AND ASSOCIATED

COMPONENTS TO BE

RELOCATED FOR

INSTALLATION OF MAN

GATE

EXISTING FENCE

COLUMNS TO REMAIN.

EXISTING WROUGHT

IRON FENCE

RELOCATED

ELECTRICAL BOX

NEW MAN GATE TO

MATCH EXISTING FENCE

COVERED MAG LOCK

NEW CARD READER

Level 1 0' - 0"

T.O. CANOPY

9' - 0"

CORRUGATED METAL

DECK, PAINTED TO

MATCH EXISTING

COLUMN

BEAM

1' - 0"

RAINWATER

WATER

W A

T E

EXISTING

SIDEWALK

WATER

W A

T E

Level 1 0' - 0"

REAR LED ILLUMINATED PUSH THRU

ACRYLIC LOGO AND LETTERING

VINYL DECAL LETTERING 1 3/4" DEEP RECESS AROUND

THE PERIMETER OF THE SIGN

2 3/4"

ACCESS PANEL TO

ALLOW SERVICING FOR

THE ELECTRONIC

DISPLAY AND THE

LETTERING.

SIGN COMPANY TO

DETERMINE SIZE AND

LOCATION OF THE

ACCESS PANEL TO

ALLOW SERVICING OF

THE DIGITAL SIGNAGE

AND LED'S ILLUMINATING

THE LETTERING.

VINYL DECAL LOGO

CENTERED VERTICALLY

AND HORIZONTALLY ON

THE ACCESS PANEL.

Level 1 0' - 0"

CORRUGATED METAL

DECK, PAINTED TO

MATCH EXISTING

COLUMN

BEAM

RAINWATER

WATER

W A

T E

EXISTING

BUILDING

FACE

/AE-106 13

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

100% Bid Documents

C U s e rs \E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

-2

-7

A L a k e

B a ld w in s it e d e fi c ie n c ie s jd o rn a n D

S R

W .r v t

/5 /2

AE-103

ELEVATIONS AND SECTIONS ADDRESS LAKE BALDWIN SITE

DEFICIENCIES

5201 Raymond St, Orlando, FL 32803

675-22-106

OCT. 13, 2023 AESUS AESUS

3/16" = 1'-0"

PERGOLA ELEVATION - EAST/WEST

3/16" = 1'-0"

PERGOLA ELEVATION - NORTH/SOUTH

3/8" = 1'-0"

TYPICAL CANOPY SECTION

1/4" = 1'-0"

MARQUEE SIGN ELEVATION

3/16" = 1'-0"

TYPICAL CANOPY ELEVATION

1/2" = 1'-0"

PERGOLA SECTION

3/8" = 1'-0"

TYPICAL CANOPY SECTION

3/8" = 1'-0"

GATE ELEVATION

3/8" = 1'-0"

GATE ELEVATION NEW

3/8" = 1'-0"

TYPICAL CANOPY SECTION Copy 2

1/4" = 1'-0"

MARQUEE SIGN ELEVATION DETAIL

NOTES:

1. SIGN IS FABRICATED 3/16" ALUMINUM 5052 ALLOY. 5052 IS EFFECTIVELY RESISTANT TO CORROSION FROM SALT WATER

AND MARINE ENVIRONMENTS AND IS HIGH STRENGTH.

2. PAINT IS TO BE ACRYLIC POLYURETHANE, UV RESISTANT, ALIPHATIC POLYURETHANE SYSTEM ENGINEERED FOR

EXTREME COLOR AND GLOSS RETENTION. LEAD AND HEAVY METAL FREE. SEMI GLOSS FINISH.

3. LOGO AND LETTERING IN TOP CABINET TO BE PUSH THRU ACRYLIC WITH INTERNAL LED 6500 ILLUMINATION.

4. DIGITAL SIGNAGE TO BE PROVIDED WITH WIFI CAPABILITY AND PROPRIETARY DIGITAL SIGNAGE SOFTWARE. SIGN

COMPANY TO PROVIDE TRAINING.

5. SIGN COMPANY TO PROVIDE STAMPED ENGINEERED DRAWINGS FOR THE SIGN STRUCTURE AND THE FOUNDATION.

6. CONCRETE FOUNDATION TO BE SMOOTH AND FINISHED 1 3/4" ABOVE GRADE.

7. SIGN STRUCTURE TO BE ENGINEERED TO MEET THE WIND CODE REQUIREMENTS PER THE FLORIDA BUILDING CODE.

8. SIGN COMPANY TO PROVIDE VENTILATION IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE DIGITAL SIGN

MANUFACTURER.

Revisions: Date:

3/8" = 1'-0"

TYPICAL CANOPY SECTION

10.05.23

A/E:

AESUS DESIGN GROUP

1050 E. Southern Ave, Suite D

Tempe, AZ, 85282

0' - 2"0' - 0 5/8"

P A

R T

S C

H E

V A

APPLIED

STOP AT

GLAZING

TYPICAL -

HOLLOW METAL

DOOR LEGEND

DOOR NOTES

1. CONTRACTORS TO USE THE ARCHITECT'S FLOOR PLAN DESIGNATION DOOR NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING

SCHEDULE

SUBMITTALS.

DOOR TYPESVISION PANELS, LOUVER TYPES, AND ACCESSORIES

DOOR AND BORROWED LITE FRAME TYPES SCALE: 1" = 1' - 0"

DOOR PLAN DESIGNATION

SUFFIX FOR

MULTIPLE DOORS AT

A ROOM

DOOR NUMBER SAME

AS ROOM NUMBER

4" MIN

6" PREFERRED

OPENING MIN CLEAR

1' - 6" (PULL SIDE)

CLOSER AND LATCH

1' - 0" (PUSH SIDE) MIN

CLEAR IF DOOR HAS

DOOR OPENING LOCATION

A. DOORS SHOWN ADJACENT TO A FLANKING WALL OR OTHER FIXED OBSTRUCTION, SHALL BE LOCATED AS SHOWN ABOVE.

B. OTHER LOCATIONS SHALL BE ON CENTERLINE OF ROOM OR AS SPECIFICALLY DIMENSIONED.

DOOR FIRE RATING101X

VISION PANEL

OR LOUVER

ACCESSORY

LOCATION OF

HOLD OPEN

SYMBOL, IF

APPLICABLE

DOOR LEGEND

DOOR NOTES

1. CONTRACTORS TO USE THE ARCHITECT'S FLOOR PLAN DESIGNATION DOOR NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING

SCHEDULE SUBMITTALS.

CONTROL JOINT AT DOOR FRAMES

SINGLE DOORS

ALIGN WITH

EDGE OF DOOR

FRAME

CORNER ON

HINGE SIDE

DOUBLE DOORS

ALIGN WITH

EDGE OF DOOR

FRAME

CORNER

ACCESSORIES

A T

A C

C E

S S

L E

”5

LOCK BAR

VIEW PORT

V A

EXTEND CJ TO

BOTTOM OF

STRUCTURE AT

RATED WALLS 4"

ABOVE CEILINGS AT

NON-RATED WALLS

CASED OPENING

ALIGN WITH

EDGE OF

CASED

OPENING

ARMOR PLATE

KICK PLATE

KICK/ARMOR PLATE LEGEND:

K: KICK PLATE

A: ARMOR PLATE

1. DOOR PUSH SIDE

2. DOOR PULL SIDE

3. BOTH SIDES

EXAMPLE: K1 = PUSH SIDE KICK

PLATE

EXTEND CJ TO

BOTTOM OF

STRUCTURE AT

RATED WALLS 4"

ABOVE CEILINGS AT

NON-RATED WALLS

EXTEND CJ TO

BOTTOM OF

STRUCTURE AT

RATED WALLS 4"

ABOVE CEILINGS AT

NON-RATED WALLS

LOCATION OF

POWER

OPERATION

SYMBOL, IF

APPLICABLE

DOOR DEVICE

SYMBOL

LOCATED ON

SIDE OF DOOR

DEVICE TO BE

INSTALLEDSYMBOL

LEGEND

SECURITY DEVICE

PROXIMITY

SENSOR

DELAYED EGRESS

FREE EGRESS

POWER

OPERATOR

HOLD OPEN

PUSH PLATE

FLUSH

DOUBLE

PAINT:

P-1 P-2 P-3

EXP

FINISH LEGEND

STATIC DISSIPATING CONCRETE SEALER,CLEAR OR

NATURAL COLOR, SEE SPEC 09 66 0

SHERWIN WILLIAMS PRO-INDUSTRIAL, MULTI-SURFACE

ACRYLIC.

INTERIOR PAINT - COLOR TBD

EXTERIOR PAINT (BUILDING BODY) - MATCH EXISTING

EXTERIOR PAINT (TRIM) - MATCH EXISTING.

NO CEILING, EXPOSED TO STRUCTURE / DECK

DOOR AND FRAME FINISH TO MATCH FACILITY

STANDARD

1. ALL INTERIOR WALLS TO BE PAINTED P-1 U.N.O.

2. REFER TO SPECIFICATION SECTION 09 06 00 FOR GENERAL INFORMATION.

MATERIALS AND PRODUCTS ARE INTENDED TO MATCH EXISTING CAMPUS

STANDARD IN COLOR, TEXTURE AND GENERAL FINISH. THIS INCLUDES BUT IS NOT

LIMITED TO FLOORING, PAINT, HANDRAILS, SIGNAGE, ETC.

3. COLORS NOT OTHERWISE DEFINED ARE TO BE SELECTED BY THE COR FROM

MANUFACTURER'S FULL RANGE OF COLORS.

4. PROVIDE PIGMENT OR COATING AS NECESSARY TO MATCH EXTERIOR

COLOR.

5. PROVIDE LIGHT COLORED TPO ROOF MEMBRANE.

6. EXPOSED TO VIEW EXTERIOR FLASHING AND TRIM TO MATCH CAMPUS STANDARD.

7. PAINT EXTERIOR SOFFIT (DEFS) TO MATCH BUILDING COLOR.

8. EXTERIOR DOORS, FRAMES, AND GATES SHALL MATCH CAMPUS STANDARD COLOR.

GENERAL FINISH NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

100% Bid Documents

C U s e rs \E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

-2

-7

A L a k e

B a ld w in s it e d e fi c ie n c ie s jd o rn a n D

S R

W .r v t

/5 /2

AE-105

DOOR, SAFETY GLAZING AND

LOUVER INFORMATION

ADDRESS LAKE BALDWIN SITE

DEFICIENCIES

5201 Raymond St, Orlando, FL 32803

675-22-106

OCT. 13, 2023 AESUS AESUS

DOOR SCHEDULE

D O

O R

N U

M B

E R

T H

H E

D O

O R

T Y

P E

F R

A M

E T

Y P

F R

A M

E F

D O

O R

R A

DETAILS

P A

N E

L O

U V

E R

T Y

E CONTROLS

H A

R D

W A

R E

E L E

C T

R O

S E

C U

C O

M M

E N

T S

D O

O R

N U

M B

E R

H E

A D

J A

M B

P O

W E

R O

P E

R A

T O

H O

L D

O P

E N

Level 1

101 7' - 0" 7' - 0" A2 HM - 2/AE106 3/AE106 - - - HW-8B - 101

LOCATION

FLOOR

WALLS

CEILINGR

O M

N U

M B

E R

ROOM NAME NORTH EAST SOUTH WEST

100 EQUIPMENT STORAGE SC P-1 P-1 P-1 P-1 EXP

101 EQUIPMENT STORAGE SC P-1 P-1 P-1 P-1 EXP

Revisions: Date:

10.05.23

A/E:

AESUS DESIGN GROUP

1050 E. Southern Ave, Suite D

Tempe, AZ, 85282

EL = 0'-0"

TOP OF COPING

EL = XXXX

FINISH FLOOR

L A

N G

4"MIN

EIFS SYSTEM

CMU PER

PLANS

BACKWRAP MESH

THEN OVERLAP 2

1/2" MIN - TYPICAL

AT SYSTEM

RETURNS

LINTEL BEAM

4" HOLLOW

METAL FRAME AT

HEAD

M O

SEALANT WITH

BACKER ROD

CMU

SEALANT AND

BACKER ROD

"X"

CMU WITH

GROUT FILL

M O

SEALANT WITH

BACKER ROD

SEALANT AND

BACKER ROD

SLOPE

SEALANT

BACKWRAP MESH THEN

OVERLAP 2 1/2" MIN -

TYPICAL AT SYSTEM

RETURNS

3" X 5" 12 GA MIN CONT

COLD FORMED GALV

ANGLE

CONT 6" WIDE 20 GA GALV

SHEET METAL BACKER PLATE

5/8" ROOF COVER BOARD

FASTENERS WITH ANCHOR DISCS

AT 6" OC MAX OR CONT

TERMINATION BAR

CONTINUOUSLY TAPE TOP

EDGE OF SYNTHETIC

SHEET AIR/WATER

BARRIER TO UNDERSIDE

OF ANGLE WITH BARRIER

FLASHING TAPE

SHEET METAL TWO PIECE REGLET

AND COUNTER-FLASHING SYSTEM

ROOFING MEMBRANE

CONT CLEAT

SHEET METAL COPING

TREATED 3/4" PLYWOOD

1X CONT TREATED

WOOD BLOCKING

SELF HEALING

UNDERLAYMENT

EIFS SYSTEM

G A

CONT 4" WIDE 22 GA GALV

PLATE

EIFS SYSTEM DIRECT

APPLIED TO CMU WALL

CONCRETE

SLAB-ON-GROUND

PER STRUCTURAL

PLANS

FINISHED

GRADE

EXTERIOR INTERIOR

CMU PER PLANS

T.O. SLAB

COARSE

GRAVEL

SEE CIVIL

SEE PLANS

CONCRETE

FOOTING PER

STRUCTURAL PLANS

CONT. ALUMINUM

DRIP EDGE

2 X FASCIA BOARD

W/ (2) 16d NAILS AT

EACH ROOF JOIST

PREFABRICATED TRUSS

EXTERIOR SHEATHING

EDGE NAILING SEE

STRUCTURAL

NEW SHINGLE ROOF OVER

ROOFING PAPER

SIMPSON HANGER,

SEE STRUCTURAL

ADHERED

MASONRY SYSTEM

OVER FRAMING

ALUMINUM FASCIA

CONT SHEET METAL DRIP

FLASHING - PROVIDE END DAMS

AT ALL DRIP FLASHING

TERMINATIONS UNO

CASING BEAD WITH

PERFORATIONS AT 12" OC

FOR WEEPING

BARRIER FLASHING TAPE

6" HIGH STRIP OF

RUBBERIZED ASPHALT

FLASHING - LAP OVER CONT

DRIP EDGE FLASHING

THIN MASONRY

3/4" PORTLAND CEMENT

PLASTER

BUILDING PAPER

METAL LATH

EXTERIOR GYPSUM

SHEATHING

SYNTHETIC SHEET

AIR/WATER BARRIER

MORTAR SETTING BED

THIN MASONRY ON

PORTLAND CEMENT

PLASTER SYSTEM

BARRIER FLASHING

TAPE

BUILDING PAPER

SYNTHETIC SHEET

AIR/WATER BARRIER

NOTE:

REFER TO ADHERED

MASONRY SYSTEM

COMPONENTS DETAIL FOR

SYSTEM COMPONENTS.

STEEL STUDS

CORNER BEAD

TUBE STEEL COLUMN

/4 " 0

0' - 3 3/16"

2" AT PAVING

BARRIER FLASHING TAPE

CONT SHEET METAL DRIP

FLASHING WITH HEMMED EDGE -

PROVIDE END DAM AT ALL

FLASHING TERMINATIONS UNO

SEALANT

BUILDING PAPER

THIN MASONRY ON

PORTLAND CEMENT

PLASTER SYSTEM SYNTHETIC SHEET

AIR/WATER BARRIER

SEALANT AND

BACKER ROD

NOTE:

REFER TO ADHERED

MASONRY SYSTEM

COMPONENTS DETAIL FOR

SYSTEM COMPONENTS.

EXISTING SLAB

GASKETED FASTENERS

AT 12" OC

SHEET METAL TWO

PIECE REGLET AND

COUNTERFLASHING

SYSTEM

FASTENERS WITH

ANCHOR DISCS AT 6" OC

MAX OR CONT

TERMINATION BAR

WIND CLIPS AT 30" OC

SEALANT - TOOL TO

FACILITATE WATER RUN-

OFF

CONT COMPRESSIBLE

ELASTOMERIC TAPE

GASKETED FASTENERS AT

12" OC

CORRUGATED METAL CANOPY

GASKETED FASTENERS

AT 12" OC

CONT. FLASHING

SEALANT - TOOL TO

FACILITATE WATER RUN-

OFF

CONT COMPRESSIBLE

ELASTOMERIC TAPE

GASKETED FASTENERS AT

12" OC

CORRUGATED METAL CANOPY

1 1/2"

EIFS SYSTEM

STRIP

REINFORCING

MESH WITH A 2 1/2"

MIN OVERLAP

1" MIN

NOTE:

STOP REVEAL 4" AWAY FROM

ALL OPENINGS.

SEALANT

CONDUCTOR

HEAD AND

DOWNSPOUT

WHERE SHOWN

REGLET AND

COUNTERFLASHING

SHEET METAL

SCUPPER

GRAVEL STOP -

NOTCHED TO

PERMIT

DRAINAGE

COVER BLOCKING

WITH CONT STRIP OF

SELF HEALING

UNDERLAYMENT

TREATED WOOD

NAILER

SCUPPER OUTLET

SLOPE 1"/FT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

100% Bid Documents

C U s e rs \E m a n te

\D o c u m e n ts

\L o c a l R e v it \2

-2

-7

A L a k e

B a ld w in s it e d e fi c ie n c ie s jd o rn a n D

S R

W .r v t

/5 /2

AE-106

DETAILS ADDRESS LAKE BALDWIN SITE

DEFICIENCIES

5201 Raymond St, Orlando, FL 32803

675-22-106

OCT. 13, 2023 AESUS AESUS

3" = 1'-0"

EIFS OUTSIDE CORNER

3" = 1'-0"

HEAD DETAIL AT

HOLLOW METAL DOOR

3" = 1'-0"

JAMB DETAIL AT

HOLLOW METAL DOOR

1 1/2" = 1'-0"

METAL COPING DETAIL -

SINGLE PLY ROOFING

1 1/2" = 1'-0"

CMU AT SLAB EDGE

1 1/2" = 1'-0"

PERGOLA ROOF DETAIL

3" = 1'-0"

ADHERED MASONRY

SYSTEM COMPONENTS

3" = 1'-0"

PERGOLA COLUMN SECTION

3" = 1'-0"

GRADE LEVEL TERMINATION

3" = 1'-0"

CANOPY AT EXISTING BUILDING

3" = 1'-0"

CANOPY AT EXISTING BUILDING

Revisions: Date:

3" = 1'-0"

AESTHETIC REVEAL

1 1/2" = 1'-0"

SCUPPER DETAIL

10.05.23

A/E:

AESUS DESIGN GROUP

1050 E. Southern Ave, Suite D

Tempe, AZ, 85282

# NUMBER

& AND

@ AT

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISEHD FLOOR

AGG AGGREGATE

AH, AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AT/FP ANTI-TERRORISM/ FORCE

PROTECTION

AWS AMERICAN WELDING SOCIETY

BET BETWEEN

BLDG BUILDING

BLW BELOW

BM BEAM

BN BOUNDARY NAIL

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

C CHANNEL

CD CONSTRUCTION DOCUMENTS

CE CARBON EQUIVALENT

CENT CENTERED

CFMF COLD-FORMED METAL FRAMING

CFS COLD-FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT/CEILING JOIST

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECT, CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CORNER, CONTRACTING OFFICER'S

REPRESENTATIVE

CTR CENTER

CU FT CUBIC FEET

D DEEP, DEPTH

DAS DEFORMED ANCHOR STUD

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DEP DEPRESSED

DIA, Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DL DEAD LOAD

DO DITTO

DT DRAG TRUSS

DTL DETAIL

DWG(S) DRAWINGS

DWL DOWEL

EA EACH

EF EACH FACE

ELEC ELECTRICAL

ELEV ELEVATION

EN EDGE NAIL

EOR ENGINEER OF RECORD

EQ, = EQUAL, EQUALS

EQN EQUATION

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXIST, (E) EXISTING

EXP EXPANSION

EXT EXTERNAL, EXTERIOR

FF FAR FACE, FINISH FACE

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FJ FLOOR JOIST

FN FIELD NAIL

FND…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 13, 2026.