Drawings.pdf

PDF 48 MB Posted Sep 12, 2022

Attached to: Corrections Administration Building Window Replacement and Exterior Joint Reseal
Solicitation number: Y23- 710
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

This document is a comprehensive set of architectural and engineering drawings for the Orange County Corrections Support Administration Building Window Replacement and Wall Restoration Project, prepared by Jay Ammon Architect, Inc. on July 8, 2022. The project involves a complete exterior renovation of the multi-story corrections administration building, including replacing all windows, curtain walls, and exterior wall surfaces, with work spanning 15 construction phases across four floors and the roof. The project scope includes removing existing hurricane shutters, installing new Level "E" impact-rated windows and curtain walls, restoring brick veneer, repairing precast concrete panels, replacing sealants, refinishing louvers, and conducting comprehensive exterior wall restoration. The estimated project cost is $2,200,000.00, with sealed electronic responses due by 4:00 pm EST on March 9, 2023, through the OpenGov e-Procurement Platform.

The project documents detail extensive technical specifications, including wind load calculations, Florida Building Code 2020 compliance, and specific restoration requirements for various building components. The renovation involves replacing windows with YKK AP storefront and curtain wall systems, applying new wall coatings, resealing control joints, and implementing comprehensive waterproofing and restoration techniques. Specific attention is given to wind resistance, with ultimate wind speed calculations of 145 MPH and risk category III exposure. The phased construction approach is designed to minimize disruption to the occupied corrections administration building, with each phase targeting specific floor areas and rooms, and requiring interior construction barriers and careful coordination with building occupancy.

View the file

Other files

File	Type	Posted
Corrections_Administration_Building_Window_Replacement_and_Exterior_Joint_Reseal_(Addendum_#15_Revision).pdf	PDF	Feb 23, 2023
PART_H.pdf	PDF	Sep 12, 2022
Y23-710-R2.pdf	PDF	Sep 12, 2022

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.

ORANGE COUNTY CAPITAL PROJECTS DIVISION

PREPARED FOR:

3723 VISION BLVD

ORLANDO, FL 32839

JULY 8, 2022

STATEMENT OF COMPLIANCE

TO THE BEST OF OUR KNOWLEDGE THESE

DRAWINGS ARE COMPLETE AND COMPLY WITH

THE FLORIDA BUILDING CODE 2020 (7TH ED), AND

REFERENCED STATUTES, CODES, RULES AND

REGULATIONS REFERENCED THEREIN.

CONSTRUCTION DOCUMENTS

BOARD OF COUNTY COMMISSIONERS:

DISTRICT 1 - NICOLE H. WILSON

DISTRICT 2 - CHRISTINE MOORE

DISTRICT 3 - MAYRA URIBE

DISTRICT 4 - MARIBEL GOMEZ CORDERO

DISTRICT 5 - EMILY BONILLA

DISTRICT 6 - VICTORIA P. SIPLIN

MAYOR:

JERRY L. DEMINGS

ORANGE COUNTY CORRECTIONS SUPPORT

ADMINISTRATION BUILDING

WINDOW REPLACEMENT & WALL RESTORATION PROJECT

3723 VISION BLVD

ORLANDO, FL 32839

SITE VICINITY MAP

SHEET

REVISIONS

KAK / CAS

APPROVED BY:

DRAWN BY:

JPA

NUMBER TYPE

JULY 8, 2022

PROJECT NUMBER:

DATE:

21-016

DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

126 S. PARK AVE STE. A WINTER PARK, FLORIDA 32789

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

ORLANDO, FLORIDA

ORANGE COUNTY GOVERNMENT

WALL RESTORATION PROJECT

ORANGE COUNTY CORRECTIONS

SUPPORT ADMINISTRATION BUILDING

WINDOW REPLACEMENT AND

G1.0N.T.S.

COVER SHEET

AutoCAD SHX Text N

DRAWING INDEX

SHEET

NUMBER SHEET TITLE ORIGINAL

DATE

REVISION

NUMBER

REVISION

DATE

G1.0 COVER SHEET 7/8/2022 0 NA

G1.01 DRAWINGS INDEX 7/8/2022 0 NA

G1.1 SYMBOLS, ABBREVIATIONS AND CODE INFORMATION 7/8/2022 0 NA

G1.2 GENERAL NOTES 7/8/2022 0 NA

G1.3 SCOPE OF WORK 7/8/2022 0 NA

G1.4 OVERALL SITE PLAN

AND AERIAL VIEW

7/8/2022 0 NA

A1.1 EXISTING FIRST FLOOR PLAN 7/8/2022 0 NA

A1.2 EXISTING SECOND FLOOR PLAN 7/8/2022 0 NA

A1.3 EXISTING THIRD FLOOR PLAN 7/8/2022 0 NA

A1.4 EXISTING FOURTH FLOOR PLAN 7/8/2022 0 NA

A1.5 EXISTING ROOF PLAN 7/8/2022 0 NA

A2.0 NORTH AND SOUTH ELEVATIONS 7/8/2022 0 NA

A2.1 EAST AND WEST ELEVATIONS 7/8/2022 0 NA

A2.2

SOUTHEAST AND

NORTHWEST ELEVATIONS

7/8/2022 0 NA

A3.1 WALL SECTIONS 7/8/2022 0 NA

A3.2 WALL SECTIONS 7/8/2022 0 NA

A4.1 STOREFRONT ELEVATIONS 7/8/2022 0 NA

A4.2 CURTAIN WALL ELEVATION 7/8/2022 0 NA

A4.3 CURTAIN WALL ELEVATION 7/8/2022 0 NA

A4.4 STOREFRONT ENTRANCE ELEVATIONS 7/8/2022 0 NA

A5.1 STOREFRONT DETAILS 7/8/2022 0 NA

A5.2 CURTAIN WALL DETAILS 7/8/2022 0 NA

A5.3 DOOR DETAILS 7/8/2022 0 NA

A5.4 DETAILS 7/8/2022 0 NA

A5.5 DETAILS 7/8/2022 0 NA

A5.6 DETAILS 7/8/2022 0 NA

A5.7 DETAILS 7/8/2022 0 NA

A6.1 PHOTOGRAPHS 7/8/2022 0 NA

A6.2 PHOTOGRAPHS 7/8/2022 0 NA

A7.1 CURTAIN WALL & STOREFRONT PRODUCT APPROVALS 7/8/2022 0 NA

A7.2

ENTRANCE DOORS - FLORIDA -

PRODUCT APPROVALS

7/8/2022 0 NA

A8.1 CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

SHEET

NUMBER SHEET TITLE ORIGINAL

DATE

REVISION

NUMBER

REVISION

DATE

A8.2 CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.3

CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.4

CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.5 CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.6 CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.7 CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.8

CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.9 CURTAIN WALL-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.10 STOREFRONT WINDOWS-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.11

STOREFRONT WINDOWS-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.12 STOREFRONT WINDOWS-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.13 STOREFRONT DOORS-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.14

STOREFRONT DOORS-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.15

STOREFRONT DOORS-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.16 STOREFRONT DOORS-FLORIDA PRODUCT

APPROVALS-INSTALL INSTRUCTIONS

7/8/2022 0 NA

A8.20 UL LISTING 7/8/2022 0 NA

A9.0 PHASING SCHEDULE 7/8/2022 0 NA

A9.1 FIRST FLOOR PHASING PLAN 7/8/2022 0 NA

A9.2 SECOND FLOOR PHASING PLAN 7/8/2022 0 NA

A9.3 THIRD FLOOR PHASING PLAN 7/8/2022 0 NA

A9.4 FOURTH FLOOR PHASING PLAN 7/8/2022 0 NA

A9.5 ROOF PHASING PLAN 7/8/2022 0 NA

A9.6 NORTH AND SOUTH ELEVATIONS PROJECT PHASING 7/8/2022 0 NA

A9.7 EAST AND WEST ELEVATIONS PROJECT PHASING 7/8/2022 0 NA

A9.8 SOUTHEAST AND NORTHWEST ELEVATIONS PROJECT

PHASING

7/8/2022 0 NA

S1.1 ROOF WIND PRESSURE PLAN 7/8/2022 0 NA

S1.2 NORTH AND SOUTH WALL WIND PRESSURES 7/8/2022 0 NA

S1.3 EAST AND WEST WALL WIND PRESSURES 7/8/2022 0 NA

S1.4

SOUTHEAST AND NORTHWEST WALL WIND

PRESSURES

7/8/2022 0 NA

SHEET

REVISIONS

KAK / CAS

APPROVED BY:

DRAWN BY:

JPA

NUMBER TYPE

JULY 8, 2022

PROJECT NUMBER:

DATE:

21-016

DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

126 S. PARK AVE STE. A WINTER PARK, FLORIDA 32789

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

ORLANDO, FLORIDA

ORANGE COUNTY GOVERNMENT

WALL RESTORATION PROJECT

ORANGE COUNTY CORRECTIONS

SUPPORT ADMINISTRATION BUILDING

WINDOW REPLACEMENT AND

G1.01N.T.S.

DRAWINGS INDEX

CODE INFORMATION

APPLICABLE BUILDING CODES

ARCHITECTURAL ABBREVIATIONS SYMBOLSMATERIALS LEGEND

CW1

SHEET

REVISIONS

KAK / CAS

APPROVED BY:

DRAWN BY:

JPA

NUMBER TYPE

JULY 8, 2022

PROJECT NUMBER:

DATE:

21-016

DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

126 S. PARK AVE STE. A WINTER PARK, FLORIDA 32789

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

ORLANDO, FLORIDA

ORANGE COUNTY GOVERNMENT

WALL RESTORATION PROJECT

ORANGE COUNTY CORRECTIONS

SUPPORT ADMINISTRATION BUILDING

WINDOW REPLACEMENT AND

G1.1N.T.S.

SYMBOLS, ABBREVIATIONS

AND CODE INFORMATION

AutoCAD SHX Text

LIGHTWEIGHT CONCRETE

AutoCAD SHX Text

2020 FLORIDA BUILDING CODE - BUILDING

AutoCAD SHX Text

BUILDING :

AutoCAD SHX Text Edition :

AutoCAD SHX Text

SEVENTH

AutoCAD SHX Text Edition :

AutoCAD SHX Text

SEVENTH

AutoCAD SHX Text Edition :

AutoCAD SHX Text

SEVENTH

AutoCAD SHX Text

SEVENTH

AutoCAD SHX Text

SEVENTH

AutoCAD SHX Text

SEVENTH

AutoCAD SHX Text

SEVENTH

AutoCAD SHX Text Edition :

AutoCAD SHX Text

SEVENTH

AutoCAD SHX Text

2020 FLORIDA BUILDING CODE - EXISTING BUILDING

AutoCAD SHX Text

EXISTING :

AutoCAD SHX Text

2020 FLORIDA BUILDING CODE - MECHANICAL

AutoCAD SHX Text

MECHANICAL :

AutoCAD SHX Text

2020 FLORIDA BUILDING CODE - PLUMBING

AutoCAD SHX Text

PLUMBING :

AutoCAD SHX Text

2020 FLORIDA BUILDING CODE - FUEL GAS

AutoCAD SHX Text

FUEL GAS :

AutoCAD SHX Text

2020 FLORIDA BUILDING CODE - ACCESSIBILITY

AutoCAD SHX Text

ACCESSIBILITY :

AutoCAD SHX Text

2020 FLORIDA BUILDING CODE - ENERGY CONSERVATION

AutoCAD SHX Text

ENERGY :

AutoCAD SHX Text

FLORIDA FIRE PREVENTION CODE (2020)

AutoCAD SHX Text

FIRE :

AutoCAD SHX Text

CONSTRUCTION TYPE: TYPE II 2HR. FIRE PROTECTEDTYPE II 2HR. FIRE PROTECTED

AutoCAD SHX Text

FIRE SPRINKLERS: YESYES

AutoCAD SHX Text OCCUPANCY: CLASSIFICATION: INSTITUTIONAL GROUP - I-3 CONDITION 1CLASSIFICATION: INSTITUTIONAL GROUP - I-3 CONDITION 1

AutoCAD SHX Text

STORIES: 44

AutoCAD SHX Text

BUILDING HEIGHT: 57'-1" TO TOP OF PARAPET57'-1" TO TOP OF PARAPET

AutoCAD SHX Text

PROJECT AREA: ROOF AREA - 20,513 SQ. FT.ROOF AREA - 20,513 SQ. FT.

AutoCAD SHX Text

TOTAL AREA - 80,052 SQ. FT.

AutoCAD SHX Text

C.M.U. ( SECTION )

AutoCAD SHX Text

SHEET ON WHICH

AutoCAD SHX Text

SHEET ON WHICH ELEVATION OCCURS

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

WALL SECTION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

LETTERS FOR DETAILS

AutoCAD SHX Text

SHEET ON WHICH DETAIL OCCURS

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

SECTION OCCURS

AutoCAD SHX Text

OVERALL BUILDING SECTION

AutoCAD SHX Text

SECTION OCCURS

AutoCAD SHX Text

SHEET ON WHICH

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text A

AutoCAD SHX Text A2.1

AutoCAD SHX Text

AutoCAD SHX Text A3.1

AutoCAD SHX Text

AutoCAD SHX Text A4.1

AutoCAD SHX Text

AutoCAD SHX Text A4.1

AutoCAD SHX Text

AutoCAD SHX Text A4.1

AutoCAD SHX Text

NUMBERS FOR FLOOR, ENLARGED UNIT FLOOR PLANS & PHOTOS

AutoCAD SHX Text

EARTH

AutoCAD SHX Text

CONCRETE MASONRY

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

COMPRESSIBLE FILLER

AutoCAD SHX Text

PORTLAND CEMENT

AutoCAD SHX Text

PLASTER OVER METAL LATH

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

PORTLAND

AutoCAD SHX Text

BATT INSULATION

AutoCAD SHX Text

ACOUSTICAL TILE

AutoCAD SHX Text

ACOUSTICAL INSULATION

AutoCAD SHX Text

MOTOR CONTROL CENTER

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

MODIFIED BITUMINOUS SHEET ROOFING

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

HOSE BIBB

AutoCAD SHX Text

HOLLOW METAL

AutoCAD SHX Text

INSIDE DIAMETER

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

HEATING VENTILATING & AIR CONDITIONING

AutoCAD SHX Text

KITCHEN EQUIPMENT CONTRACTOR

AutoCAD SHX Text

MAX

AutoCAD SHX Text

MCC

AutoCAD SHX Text

MBSR

AutoCAD SHX Text

MATL

AutoCAD SHX Text

MAINT

AutoCAD SHX Text

KEC

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

INSUL

AutoCAD SHX Text

HORIZ

AutoCAD SHX Text

INSULATION

AutoCAD SHX Text

MEMBER

AutoCAD SHX Text

FINISH SYSTEM (E.I.F.S.)

AutoCAD SHX Text

PLYWOOD

AutoCAD SHX Text

WOOD BLOCKING

AutoCAD SHX Text

CONTINUOUS WOOD

AutoCAD SHX Text

FINISHED WOOD MEMBER

AutoCAD SHX Text

EXTERIOR INSULATION &

AutoCAD SHX Text

GLASS

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text

RIGID INSULATION

AutoCAD SHX Text

METAL

AutoCAD SHX Text

WATER RESISTANT

AutoCAD SHX Text

WORK POINT

AutoCAD SHX Text

WALL COVERING OR WATER CLOSET

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

VINYL COMPOSITION TILE

AutoCAD SHX Text

UPHOLSTERY

AutoCAD SHX Text

TOP OF PARAPET

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

UNLESS NOTED OTHERWISE

AutoCAD SHX Text

TOP OF STEEL

AutoCAD SHX Text

AutoCAD SHX Text W/

AutoCAD SHX Text W/O

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

WITH

AutoCAD SHX Text

WIDE

AutoCAD SHX Text

WITHOUT

AutoCAD SHX Text

VCT

AutoCAD SHX Text

VERT

AutoCAD SHX Text

UPH

AutoCAD SHX Text

UNO

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TOP

AutoCAD SHX Text

TOS

AutoCAD SHX Text

TOW

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

CARPET

AutoCAD SHX Text

CPT

AutoCAD SHX Text

EXPOSED

AutoCAD SHX Text

EXP

AutoCAD SHX Text

GLASS FIBER REINFORCED CONCRETE

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

FINISH FLOOR

AutoCAD SHX Text

FIRE HOSE CABINET

AutoCAD SHX Text

FACE OF CONCRETE

AutoCAD SHX Text

FACE OF FINISH

AutoCAD SHX Text

FACE OF MASONRY

AutoCAD SHX Text

FACE OF STUD

AutoCAD SHX Text

FIBERGLASS REINFORCED PLASTIC

AutoCAD SHX Text FLOOR SINK or FINISH SEALER

AutoCAD SHX Text

GALVANIZED

AutoCAD SHX Text

GLASS FIBER REINFORCED GYPSUM

AutoCAD SHX Text

FOS

AutoCAD SHX Text

GFRG

AutoCAD SHX Text H

AutoCAD SHX Text

GALV

AutoCAD SHX Text

GFRC

AutoCAD SHX Text

FRP

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text

HIGH

AutoCAD SHX Text

FEET

AutoCAD SHX Text

FOF

AutoCAD SHX Text

FOC

AutoCAD SHX Text

FOM

AutoCAD SHX Text

FIN

AutoCAD SHX Text

FLR

AutoCAD SHX Text

FHC

AutoCAD SHX Text

FBR

AutoCAD SHX Text

EXT

AutoCAD SHX Text

FINISH

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

EXTERIOR

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

DISTRESSED WOOD PROCESS

AutoCAD SHX Text

CERAMIC TILE

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

DOWN SPOUT

AutoCAD SHX Text

DISTRESSED METAL PROCESS

AutoCAD SHX Text

ELECTRICAL DRINKING FOUNTAIN

AutoCAD SHX Text

DIAGONAL

AutoCAD SHX Text

EXTERIOR INSULATION & FINISH SYSTEM

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

ELECTRONIC EQUIPMENT ROOM

AutoCAD SHX Text

EER

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

EQUIP

AutoCAD SHX Text

EIFS

AutoCAD SHX Text

AutoCAD SHX Text (E)

AutoCAD SHX Text

EDF

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EACH

AutoCAD SHX Text

DMP

AutoCAD SHX Text

DWP

AutoCAD SHX Text

DIAG

AutoCAD SHX Text

DET

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DBL

AutoCAD SHX Text D

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

CONCRETE MASONRY UNIT

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text AREA DRAIN or AREA DEVELOPMENT

AutoCAD SHX Text ACOUSTICAL CEILING TILE or ACOUSTICAL TREATMENT

AutoCAD SHX Text

AIR CONDITIONING

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

CLG

AutoCAD SHX Text

COL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONT

AutoCAD SHX Text

CMU

AutoCAD SHX Text

CLR

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

ALUM

AutoCAD SHX Text

AFF

AutoCAD SHX Text

ACT

AutoCAD SHX Text A/C

AutoCAD SHX Text

OWNER FURNISHED ITEM

AutoCAD SHX Text

OFI

AutoCAD SHX Text

REF

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

SANITARY SHEET PLASTIC

AutoCAD SHX Text

TOP OF MASONRY

AutoCAD SHX Text

SURFACED FOUR SIDES

AutoCAD SHX Text

SPECIAL FINISH

AutoCAD SHX Text

RESILIENT FLOOR

AutoCAD SHX Text SQUARE FEET or STONE FACE

AutoCAD SHX Text

ROUGH OPENING

AutoCAD SHX Text

SOLID CORE

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

SUSPENDED

AutoCAD SHX Text

TONGUE AND GROOVE

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text TOP OF CONCRETE or CURB

AutoCAD SHX Text

SQUARE

AutoCAD SHX Text

AutoCAD SHX Text T&G

AutoCAD SHX Text

TOM

AutoCAD SHX Text

TOC

AutoCAD SHX Text

TEL

AutoCAD SHX Text T

AutoCAD SHX Text

STD

AutoCAD SHX Text S4S

AutoCAD SHX Text

SUSP

AutoCAD SHX Text

SSP

AutoCAD SHX Text

TREAD

AutoCAD SHX Text

SPF

AutoCAD SHX Text

SIM

AutoCAD SHX Text

SHT

AutoCAD SHX Text

REQD

AutoCAD SHX Text

SIMILAR

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

RESILIENT BASE STRAIGHT

AutoCAD SHX Text

REFLECTED CEILING PLAN

AutoCAD SHX Text

RESILIENT BASE COVE

AutoCAD SHX Text

POINT OF SALE

AutoCAD SHX Text

OWNER FURNISHED CONTRACTOR INSTALLED

AutoCAD SHX Text

OWNER FURNISHED OWNER INSTALLED

AutoCAD SHX Text

POINT OF CONNECTION

AutoCAD SHX Text

PLASTIC LAMINATE

AutoCAD SHX Text

PREPARATION

AutoCAD SHX Text

QUARRY TILE

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

PREP

AutoCAD SHX Text R or RAD

AutoCAD SHX Text R

AutoCAD SHX Text

RBS

AutoCAD SHX Text

RCP

AutoCAD SHX Text

RBC

AutoCAD SHX Text

RISER

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

POC

AutoCAD SHX Text

POS

AutoCAD SHX Text

PLYWD

AutoCAD SHX Text

PNT

AutoCAD SHX Text

PLAM

AutoCAD SHX Text

OFOI

AutoCAD SHX Text

OFCI

AutoCAD SHX Text

OPP

AutoCAD SHX Text

PLYWOOD

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAIR

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

OPPOSITE

AutoCAD SHX Text

OPERATOR CONTROL PANEL

AutoCAD SHX Text

OPERATOR CONTROL CONSOLE

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

MEZZANINE

AutoCAD SHX Text

MOISTURE RESISTANT TREATMENT

AutoCAD SHX Text

MISCELLANEOUS

AutoCAD SHX Text

NOT RATED

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text OUTSIDE DIAMETER or OVERFLOW DRAIN

AutoCAD SHX Text

ON CENTER

AutoCAD SHX Text

MRT

AutoCAD SHX Text

OCC

AutoCAD SHX Text

OCP

AutoCAD SHX Text

NIC

AutoCAD SHX Text

MIN

AutoCAD SHX Text

MFR

AutoCAD SHX Text

MISC

AutoCAD SHX Text

MECH

AutoCAD SHX Text

MEZZ

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

CEMENT PLASTER

AutoCAD SHX Text

WDF

AutoCAD SHX Text

WOOD FLOOR

AutoCAD SHX Text

STONE

AutoCAD SHX Text

METAL

AutoCAD SHX Text

MET

AutoCAD SHX Text

BRICK FACE

AutoCAD SHX Text

METAL FACE

AutoCAD SHX Text

PLASTER FACE

AutoCAD SHX Text

WOOD FACE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

MASONRY OPENING

AutoCAD SHX Text

ACRYLIC RESIN FLOORING

AutoCAD SHX Text

ARF

AutoCAD SHX Text

BOARD

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

BOH

AutoCAD SHX Text

BACK OF HOUSE

AutoCAD SHX Text

BOT

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

CONTRACTOR FURNISHED OWNER INSTALLED

AutoCAD SHX Text

CFOI

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DWG

AutoCAD SHX Text

DRAWER

AutoCAD SHX Text

DWR

AutoCAD SHX Text

EYEHOOK

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

FDN

AutoCAD SHX Text

FINISH FLOOR ELEVATION

AutoCAD SHX Text

FFE

AutoCAD SHX Text

GLASS

AutoCAD SHX Text

GYPSUM BOARD

AutoCAD SHX Text

GYP BD

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

INT

AutoCAD SHX Text

INTERIOR

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

LAVATORY

AutoCAD SHX Text

LAV

AutoCAD SHX Text

LIVE LOAD

AutoCAD SHX Text

NEW

AutoCAD SHX Text (N)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PROJECTION

AutoCAD SHX Text

PROJ

AutoCAD SHX Text

POUNDS PER SQUARE FPPT

AutoCAD SHX Text

PSF

AutoCAD SHX Text

REINFORCED CONCRETE

AutoCAD SHX Text

ROUGH SAWN

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

STL

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

STRUCT

AutoCAD SHX Text

VIF

AutoCAD SHX Text

VERIFY IN FIELD

AutoCAD SHX Text

WOOD BASE

AutoCAD SHX Text

WDB

AutoCAD SHX Text

APPROX

AutoCAD SHX Text

APPROXIMATELY

AutoCAD SHX Text

AIR HANDLING UNIT

AutoCAD SHX Text

AHU

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

DEAD LOAD

AutoCAD SHX Text

FMG

AutoCAD SHX Text

FACTORY MUTUAL GLOBAL

AutoCAD SHX Text

FRT

AutoCAD SHX Text

FIRE RETARDANT TREATED

AutoCAD SHX Text

NATIONAL ROOFING CONTRACTORS ASSOCIATION

AutoCAD SHX Text

NRCA

AutoCAD SHX Text P.S.I.

AutoCAD SHX Text

POUNDS PER SQUARE INCH

AutoCAD SHX Text

PRESSURE TREATED

AutoCAD SHX Text

SQUARE FEET OR SQUARE FOOT

AutoCAD SHX Text

SQ FT

AutoCAD SHX Text

SOUTHERN YELLOW PINE

AutoCAD SHX Text

SYP

AutoCAD SHX Text

GALLON

AutoCAD SHX Text

GAL

AutoCAD SHX Text

HOUR

AutoCAD SHX Text

KILN DRIED AFTER TREATMENT

AutoCAD SHX Text

KDAT

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

UNDERWRITERS LABORATORIES INC.

AutoCAD SHX Text

KILN DRIED

AutoCAD SHX Text

DENS DECK SHEATHING

AutoCAD SHX Text

WINDOW / STOREFRONT TYPE SYMBOL

AutoCAD SHX Text

CURTAIN WALL TYPES SYMBOLS

AutoCAD SHX Text

TAPERED INSULATION

AutoCAD SHX Text

COVER BOARD

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

EXTERIOR SHEATHING

AutoCAD SHX Text

DOOR TYPE SYMBOL

AutoCAD SHX Text

DOOR TYPES SYMBOLS

AutoCAD SHX Text

CURTAIN WALL SYMBOL

CURTAIN WALL TYPES SYMBOL

GENERAL NOTES:

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THIS

SHALL INCLUDE VERIFYING THE EXACT LOCATIONS, DIMENSIONS AND

QUANTITIES OF ALL WALL MOUNTED EQUIPMENT AND PENETRATIONS WHICH

INCLUDES, BUT IS NOT LIMITED TO VENT PIPES, DRAINS, ELECTRICAL JUNCTION

BOXES, CURBS, BASE FLASHING AND ALL OTHERS PENETRATIONS AND WORK

ASSOCIATED WITH THIS EXTERIOR RESTORATION PROJECT. THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT, IN WRITING, OF ALL EXISTING CONDITIONS

WHICH ARE IN VARIANCE WITH THE CONDITIONS DOCUMENTED HEREIN.

B. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION TO REMAIN,

INCLUDING ADJACENT ROOFS, WALLS, LANDSCAPE/VEGETATION, GROUNDS,

EXTERIOR SURFACES AND THE INTERIOR OF THE BUILDING. THIS SHALL

INCLUDE, BUT IS NOT LIMITED TO PAINT, WATER, DUST, DEBRIS AND PHYSICAL

DAMAGE. ALL SURFACES SHALL BE RESTORED TO THEIR PRE-DAMAGE

CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER

AND TO THE SATISFACTION OF THE OWNER AND ARCHITECT.

C. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL CODES

AND AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT.

D. ALL DETAILS INDICATE MINIMUM INSTALLATION REQUIREMENTS. IF THE

MANUFACTURER'S STANDARDS DETAILS ARE MORE STRINGENT, IN THE OPINION

OF THE ARCHITECT, THEY SHALL GOVERN. IF THE DETAILS SHOWN ARE MORE

STRINGENT THAN THE MANUFACTURER'S STANDARD DETAILS, IN THE OPINION

OF THE ARCHITECT, THE DETAILS SHOWN SHALL GOVERN, REGARDLESS OF THE

MANUFACTURER'S WILLINGNESS TO WARRANT / GUARANTY THE LESSER

DETAIL. BY SUBMITTING A BID FOR THIS PROJECT, IT IS UNDERSTOOD THAT THE

CONTRACTOR AND MANUFACTURER AGREE TO WARRANT / GUARANTY THE

DETAILS SHOWN. THE ARCHITECT MAY, BUT IS NOT OBLIGATED TO, ACCEPT ANY

PROPOSED CHANGES TO THE DETAILS SHOWN.

E. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIAL FOR A COMPLETE

AND WATERTIGHT JOB WHICH IS FULLY WARRANTED / GUARANTEED BY THE

MANUFACTURER AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. ANY

DETAILS OR WORK REQUIRED FOR A COMPLETE JOB, BUT NOT SHOWN OR

SPECIFIED BY THE CONTRACT DOCUMENTS, SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND

REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. ANY ADDITIONAL

LABOR AND MATERIAL REQUIRED TO MEET MANUFACTURER'S WARRANTY /

GUARANTY REQUIREMENTS, BUT NOT INDICATED BY THE CONTRACT

DOCUMENTS, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

F. ALL REFINISHING REQUIREMENTS, SHALL INCLUDE THE FOLLOWING:

REMOVE ALL RUST FROM METAL SURFACES AND APPLY COAT OF RUST

INHIBITOR. REPLACE ALL METAL COMPONENTS WHICH ARE CORRODED

THROUGH THE METAL. PRESSURE CLEAN ALL EXPOSED SURFACES. SECURE

ALL LOOSE COMPONENTS WITH STAINLESS STEEL FASTENERS WHICH EXTEND

INTO SOLID SUBSTRATE BELOW OR BEHIND COMPONENT BEING SECURED.

CONCEAL FASTENER HEADS WITH MATERIAL WHICH MATCHES ADJACENT

SURFACES. REPAINT ALL EXPOSED SURFACES TO MATCH EXISTING FINISHES.

G. LAYDOWN/STORAGE AREA IS LIMITED AND SHALL BE AS APPROVED BY THE

OWNER.

H. PRIOR TO PERFORMING WORK, CONTRACTOR SHALL INSPECT WORK SITE AND

EXISTING CONSTRUCTION FOR POTENTIAL SAFETY HAZARDS. PROVIDE FOR THE

SAFETY AND PROTECTION OF WORKERS AND OCCUPANTS THROUGHOUT

COURSE OF WORK. COMPLY WITH OSHA REQUIREMENTS.

I. BUILDING ACCESS IS RESTRICTED AND ALLOWED ONLY AS REQUIRED TO

ACCOMPLISH CONTRACT WORK. COORDINATE ANY REQUIRED ACCESS WITH

THE OWNER.

J. SITE SHALL BE CLEANED AND SECURED ON A DAILY BASIS AT THE END OF EACH

WORK SHIFT.

K. ALL COMPONENTS AND ASSEMBLIES SHALL MEET OR EXCEED UL STANDARDS

FOR A CLASS A FIRE RATING.

L. THE FINISH OF ALL NEW COMPONENTS OR REPAIRED COMPONENTS SHALL

MATCH ALL CHARACTERISTICS OF THE EXISTING COMPONENTS INCLUDING

TEXTURE AND ALL OTHER QUALITIES.

M. PATCH ALL FINISHES AFFECTED BY THE WORK OF THIS PROJECT AS REQUIRED

TO MATCH ALL CHARACTERISTICS OF EXISTING UNDAMAGED FINISHES.

N. ALL ITEMS IN DRAWINGS ARE NEW UNLESS DEPICTED/NOTED AS "EXISTING".

GENERAL SCOPE OF WORK:

A. SEE SHEET G1.3 FOR DESCRIPTION OF WORK.

BUILDING PROTECTION NOTES:

A. THE BUILDING WILL REMAIN FUNCTIONAL THROUGHOUT THE CONSTRUCTION

PERIOD. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTENTS

AND OCCUPANTS. CONTRACT TO COORDINATE WITH OWNERSHIP REGARDING

PROTECTION, REQUIRED ACCESSIBILITY AND NECESSARY LINES OF SITE.

B. THE BUILDING SHALL BE WATERTIGHT AT THE END OF EACH DAYS CONSTRUCTION

AND WHEN INCLEMENT WEATHER THREATENS.

C. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL

EXISTING CONSTRUCTION TO REMAIN, INCLUDING THE BUILDING, ADJACENT ROOFS,

WALLS, LANDSCAPE/VEGETATION, GROUNDS, EXTERIOR SURFACES, THE INTERIOR OF

THE BUILDING AND ALL PROMENADE CONCRETE WITHIN THE PROJECT BOUNDARIES.

THIE SHALL INCLUDE BUT NOT LIMITED TO PAINT, WATER, DUST, DEBRIS AND

PHYSICAL DAMAGE. ALL SURFACES SHALL BE RESTORED TO THEIR PRE-DAMAGED

CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND TO

THE SATISFACTION OF THE OWNER AND ARCHITECT. OVERHEAD PROTECTION

BRIDGE TO BE INSTALLED OVER ALL PUBLIC WALKWAYS.

D. ANY SURFACES STAINED, MARKED, MARRED, OR DAMAGED BY THE CONTRACTOR

SHALL BE RETURNED TO THE ORIGINAL CONDITION AND TO MATCH ADJACENT

SURFACES.

E. LAYDOWN/STORAGE AREA IS LIMITED AND SHALL BE APPROVED BY THE OWNER.

F. PRIOR TO PERFORMING WORK, CONTRACTOR SHALL INSPECT WORK SITE AND

EXISTING CONSTRUCTION FOR POTENTIAL SAFETY HAZARDS. PROVIDE FOR THE

SAFETY AND PROTECTION OF WORKERS AND OCCUPANTS THROUGHOUT COURSE

OF WORK. COMPLY WITH OSHA REQUIREMENTS.

G. BUILDING ACCESS IS RESTRICTED AND ALLOWED ONLY AS REQUIRED TO

ACCOMPLISH CONTRACT WORK. COORDINATE ANY REQUIRED ACCESS WITH THE

OWNER.

EXTERIOR RESTORATION NOTES:

A. FOR PURPOSES OF THIS PROJECT, REMOVE SHALL MEAN REMOVE AND DISPOSE OF

IN AN APPROVED AND LEGAL MANNER.

B. CONTRACTOR SHALL VERIFY THE TOTAL NUMBER OF DETAIL CONDITIONS IN THE

FIELD AND PERFORM NEW WORK IN ACCORDANCE WITH THE DETAIL REFERENCED

OR THOSE WHICH ARE SIMILAR. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE

FIELD.

C. DAMAGED OR DETERIORATED WALL SUBSTRATE UNCOVERED DURING DEMOLITION

SHALL BE DOCUMENTED BY THE CONTRACTOR, REPORTED TO THE PROJECT

MANAGER IN WRITING.

D. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING WALL MATERIALS

AND METHODS OF INSTALLATION BEFORE THE START OF WORK. ANY DISCREPANCIES

BETWEEN THE INFORMATION PROVIDED BY THE CONTRACT DOCUMENTS AND

CONDITIONS ENCOUNTERED BY THE CONTRACTOR BEFORE THE START OF WORK

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER. THE

CONTRACTOR SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY ADDITIONAL

LABOR OR MATERIALS DUE TO DIFFERING EXISTING CONDITIONS WHICH ARE NOT

BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO THE START OF WORK.

E. THE CONTRACTOR SHALL REMOVE ALL EXISTING EXTERIOR CONDUIT, PIPING,

LIGHTING FIXTURES, LIGHTNING PROTECTION SYSTEMS AND ANY OTHER ITEMS

WHICH INTERFERE WITH THE INSTALLATION OF THE NEW EXTERIOR BUILDING

ENVELOPE COMPONENTS AND OR RELATED WORK. ALL SUCH EQUIPMENT AND ITEMS

SHALL BE TEMPORARILY RE-ROUTED AS NECESSARY IF IT IS REQUIRED TO STAY IN

SERVICE. ANY ITEMS NOT REQUIRED TO STAY IN SERVICE SHALL BE PROPERLY

STORED BY THE CONTRACTOR AND REINSTALLED AT THE COMPLETION OF THE

WORK. ALL WORK SHALL BE PERFORMED BY QUALIFIED, LICENSED CRAFTSMEN IN

ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AT NO ADDITIONAL COST TO

THE OWNER. ANY EXISTING WORK WHICH DOES NOT CONFORM TO APPLICABLE

CURRENT CODES SHALL BE REPORTED TO THE OWNER IN WRITING PRIOR TO THE

REMOVAL.

SPECIFIC NOTES:

A. PERFORMANCE REQUIREMENTS: THE CONTRACTOR SHALL BASE THE BID UPON PROVIDING A

COMPLETE EXTERIOR RESTORATION PROJECT AS REQUIRED TO PROVIDE ASSEMBLIES WHICH WILL REMAIN WATERTIGHT FOR A MINIMUM PERIOD OF 20 YEARS. THE CONTRACTOR SHALL ADVISE THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION

DOCUMENTS, PRIOR TO SUBMISSION OF THE BID.

B. EXISTING CONDITIONS VERIFICATION: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS, INCLUDING BUT NOT LIMITED TO, WINDOW AND DOOR OPENINGS AND EXISTING

EXTERIOR WALL ASSEMBLY MATERIALS AND DETAILS.

C. COMPLIANCE WITH INDUSTRY STANDARDS: ALL WORK SHALL BE PERFORMED IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENT REQUIREMENTS, MANUFACTURER'S

RECOMMENDATIONS, BUILDING CODE REQUIREMENTS, AND RECOGNIZED INDUSTRY STANDARDS,

INCLUDING BUT NOT LIMITED TO, THE AAMA, AND NAFS WINDOW STANDARDS.

D. WIND RESISTANCE: ALL NEW EXTERIOR COMPONENTS SHALL BE INSTALLED TO RESIST FORCES RESULTING FROM AN ULTIMATE DESIGN WIND SPEED OF 150 MPH IN ACCORDANCE WITH ASCE 7-16.

SUBMIT ENGINEERING CALCULATIONS PREPARED BY A FLORIDA LICENSED STRUCTURAL ENGINEER

TO VERIFY COMPLIANCE WITH THIS REQUIREMENT FOR EACH NEW COMPONENT.

E. TYPICAL NOTES, SECTIONS AND DETAILS: NOTES, SECTIONS, AND DETAILS DESCRIBING

REQUIRED WORK AT EACH COMPONENT ARE TYPICAL FOR ALL SIMILAR COMPONENTS AND THE

NOTE, SECTION, OR DETAIL SHALL APPLY AS IF CALLED OUT SEPARATELY AT EACH LOCATION. THE

DETAILS REFLECT A GENERAL DESIGN OF EACH DETAIL. THE CONTRACTOR SHALL MAKE ANY

REQUIRED MODIFICATIONS TO THE GIVEN DETAILS NECESSARY TO MAKE THE DETAIL COMPATIBLE WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ARCHITECT

FOR ALL MODIFIED DETAILS BEFORE THE DETAILS ARE CONSTRUCTED.

F. PATCHING: PATCH ALL EXISTING COMPONENTS THAT ARE AFFECTED BY THE CONSTRUCTION

WORK OF THIS PROJECT WHETHER OR NOT IDENTIFIED BY THE CONSTRUCTION DOCUMENTS TO BE PATCHED. PATCHING IS DEFINED AS: REPAIRING ALL EXISTING COMPONENTS INCLUDING BUT NOT LIMITED TO SUBSTRATE MATERIALS, STRUCTURAL COMPONENTS, AND FINISHES IN ACCORDANCE WITH INDUSTRY STANDARDS. ALL FINISHES AFFECTED BY THE CONSTRUCTION SHALL BE PATCHED TO MATCH ALL CHARACTERISTICS OF EXISTING ADJACENT MATERIALS INCLUDING BUT NOT LIMITED

TO MATERIAL TYPE, FINISH TEXTURE, AND COLOR OF FINISH.

G. MOCKUPS: PREPARE ONE IN-PLACE MOCKUP OF EACH NEW COMPONENT TYPE. RECEIVE WRITTEN APPROVAL FROM ALL MATERIAL MANUFACTURERS FOR PRODUCTS INCLUDED IN THE MOCKUP, FROM

THE ARCHITECT, AND FROM THE OWNER PRIOR TO FURTHER APPLICATION OR INSTALLATION.

H. TESTING: CONDUCT APPROPRIATE TESTS FOR EACH NEWLY INSTALLED COMPONENT.

I. NEW COMPONENTS: ALL DEPICTED COMPONENTS ON DRAWINGS ARE NEW UNLESS IDENTIFIED

AS EXISTING.

J. INTERIOR PROTECTION: PRIOR TO DEMOLITION, INSTALL PROTECTION OVER INTERIOR SPACES

AS REQUIRED TO PROTECT OCCUPANTS, BUILDING COMPONENTS, AND EQUIPMENT FROM WEATHER

ELEMENTS AND CONSTRUCTION RELATED DEBRIS. COORDINATE PER PHASING PLAN AND

OWNERSHIP REQUIREMENTS TO MAINTAIN MEANS OF EGRESS.

K. HOUSEKEEPING: THOROUGHLY CLEAN ALL CONSTRUCTION RELATED DEBRIS FROM ALL INTERIOR SURFACES, EXTERIOR SURFACES, AND SITE SURFACES ON A DAILY BASIS. ALL CONSTRUCTION EQUIPMENT, DEBRIS, AND NEW MATERIAL STORED ON THE SITE SHALL BE SECURED TO PREVENT

WIND DISPLACEMENT.

L. SAFETY: PROVIDE ALL NECESSARY MEASURES TO ENSURE SAFETY TO BUILDING OCCUPANTS

DURING THE PERIODS WHEN THE BUILDING IS OCCUPIED. PREVENT ACCESS TO THE CONSTRUCTION AREAS AND STAGING AREAS BY SIGNS, FENCES, AND OTHER BARRIERS. INSTALL A TEMPORARY BARRIER OVER THE TOP OF ALL ENTRANCES FOR A DISTANCE OF 10 FEET BEYOND THE ENTRANCE AS

REQUIRED TO PROTECT PEDESTRIANS FROM FALLING DEBRIS.

M. TRADES: ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THEIR TRADES AND AS REQUIRED BY THE BUILDING DEPARTMENT OFFICIALS. THESE TRADES INCLUDE BUT ARE NOT LIMITED

TO WINDOW CONTRACTORS, GENERAL CONTRACTORS, ELECTRICAL CONTRACTORS, HVAC

CONTRACTORS, PLUMBING CONTRACTORS, AND SEALANT CONTRACTORS.

N. OVERHEAD PROTECTION: PROVIDE OVERHEAD PROTECTION AT PUBLIC WALKWAYS WHILE WORK IS TO BE COMPLETED ABOVE. THIS IS TO BE INCLUDE ANY AREAS THAT CAN NOT BE CLOSED TO THE

PUBLIC DURING CONSTRUCTION.

SHEET

REVISIONS

KAK / CAS

APPROVED BY:

DRAWN BY:

JPA

NUMBER TYPE

JULY 8, 2022

PROJECT NUMBER:

DATE:

21-016

DATE:

CONSTRUCTION DOCUMENTS

PLOT:

FAX: (407) 333-4686

126 S. PARK AVE STE. A WINTER PARK, FLORIDA 32789

JAY AMMON ARCHITECT, INC.

(407) 333-1977 E MAIL: JAY@JAYAMMON.COM

ORLANDO, FLORIDA

ORANGE COUNTY GOVERNMENT

WALL RESTORATION PROJECT

ORANGE COUNTY CORRECTIONS

SUPPORT ADMINISTRATION BUILDING

WINDOW REPLACEMENT AND

G1.2N.T.S.

GENERAL NOTES

SCOPE OF WORK:

0.1 GENERAL: THE WINDOW REPLACEMENT AND EXTERIOR WALL REPAIR PROJECT OF THE

ORANGE COUNTY CORRECTIONS ADMINISTRATION BUILDING INCLUDES THE REPLACEMENT OF

ALL WINDOWS AND THE RESTORATION OF ALL EXTERIOR WALL SURFACES EXPOSED TO THE

WEATHER. AT A MINIMUM, ALL EXTERIOR ENVELOPE PREVIOUSLY PAINTED SURFACES WILL BE

PROPERLY PREPARED, PRIMED, PAINTED, AND ALL EXPOSED SEALANTS TO BE REPLACED. ALL

BRICK VENEER WILL BE RESTORED AND BE SEALED. ALL CURTAIN WALL COMPONENTS ARE TO

BE REMOVED AND REPLACED. CONTRACTOR TO INSURE ALL CODE REQUIRED INSPECTION ARE

COORDINATED. WHERE A SCOPE OF WORK ITEM IS DESIGNATED, THAT DESIGNATION IS TYPICAL

FOR ALL SIMILAR COMPONENTS AND ASSEMBLIES WHETHER OR NOT SPECIFICALLY

DENOTED/CALLED OUT IN THE DRAWINGS.

1.0 EXTERIOR WINDOWS AND CURTAIN WALLS:

1.1 HURRICANE SHUTTER REMOVAL: REMOVE ALL EXISTING HURRICANE SHUTTER

COMPONENTS FROM THE ROOF AND WALL ASSEMBLY INCLUDING BUT NOT LIMITED TO; ROOF

HOUSING STRUCTURE, WALL MOUNTED HOUSING, HURRICANE SCREENS, MECHANICAL

COMPONENTS, TRACKS, FASTENERS, FRAMING AND ACCESSORIES. HURRICANE SHUTTERS ARE

LOCATED AT CURTAIN WALL AND STOREFRONT WINDOW ASSEMBLIES. CUT ALL WALL ANCHORS

BACK AND GRIND DOWN 1" RECESSED FROM FACE OF WALL SURFACE. INSTALL EPOXY GROUT

PER MANUFACTURER'S SPECIFICATIONS. AT THE ROOF LEVEL, CUT EXISTING SUPPORT POSTS

DOWN FLUSH WITH THE EXISTING INSULATION. FILL POSTS WITH POLYISOCYANURATE

INSULATION AND INSTALL COVER BOARD. PREP SURFACE AND INSTALL ROOF PATCH WITH

MODIFIED BITUMEN BASE SHEET, CAP SHEET AND TWO PART REINFORCED PMMA LIQUID APPLIED

MEMBRANE. PATCH TO BE PER EXISTING ROOFING MANUFACTURER'S SPECIFICATIONS AND

COMPLY WITH THE EXISTING WARRANTY REQUIREMENTS. SEE DETAIL C/A5.4

1.2 ENGINEERING AND MOCK-UPS: CONTRACTOR TO PROVIDE SEALED ENGINEERED SHOP

DRAWINGS OF THE NEW CURTAIN WALL, STOREFRONT WINDOW ASSEMBLIES, CAST-IN-PLACE

CONCRETE CURBS, STOREFRONT DOOR ASSEMBLIES, FASCIA PANELS, AND NEW ALUMINUM

TUBE / BENT PLATE WINDOW FRAMING COMPLYING WITH PROJECT WIND UPLIFT PRESSURES AND

TESTED WINDOW FPA CRITERIA. ENGINEERED SHOP DRAWINGS TO BE COMPLETED BY A STATE

OF FLORIDA LICENSED STRUCTURAL ENGINEER. INSTALL IN-FIELD MOCK-UPS OF CURTAIN WALL

FLASHINGS, WINDOW FLASHINGS AND WINDOW FRAMING FOR OWNER AND ARCHITECT

APPROVAL.

1.3 EXTERIOR WINDOWS:

1.3.1 EXTERIOR WINDOWS AT PRECAST CONCRETE PANELS: REMOVE EXISTING

WINDOW ASSEMBLY AND ACCESSORIES AT THE EXISTING WINDOWS AT PRECAST CONCRETE

PANELS. AT EXISTING WINDOW OPENINGS, PRIME SURFACES AND INSTALL A LAYER OF GRACE

PERM-A-BARRIER HIGH TEMPERATURE SELF ADHERED WATERPROOFING MEMBRANE TO TIE-IN

EXISTING INTERNAL WALL WATERPROOFING WITH THE NEW WINDOW ASSEMBLY COMPONENTS.

INSTALL NEW .050" ALUMINUM WINDOW SILL PAN WITH END DAMS, JAMB AND TRIM FLASHINGS BY

WINDOW MANUFACTURER. TURN UP BACKS AND SIDES OF SILL TRIM. INSTALL LAYER OF SELF

ADHERED MEMBRANE WITHIN SILL PAN. INSTALL NEW FIXED ALUMINUM LEVEL "E" RATED

HURRICANE IMPACT STOREFRONT WINDOWS. BASIS OF DESIGN: YKK (MODEL YHS 50 FI)

COMPLYING WITH FPA: 14218.1. ALL GLASS FINISH/TINT TO BE SELECTED BY OWNERSHIP FROM STANDARD LEVEL "E" GLAZING MEETING FBC SHGC REQUIREMENTS. SEAL ALL FASTENER HEADS

WITH A BEAD OF SEALANT PER MANUFACTURER'S SPECIFICATIONS. MATCH ALL EXISTING

WINDOW FRAMING PROFILES. INSTALL BACK PLATE ON WINDOW FRAME AND INSTALL A DOUBLE

BEAD OF SEALANT AT THE PERIMETER OF THE EXTERIOR WINDOWS MATCHING COLOR OF

WINDOW FRAME. WINDOW FRAME COLOR TO BE DARK BRONZE ANODIZED ALUMINUM. SEAL ALL

INTERIOR WINDOW JOINTS WITH LATEX SEALANT. SEE SPECIFICATION 08 43 13.

1.3.2 EXTERIOR WINDOWS AT BRICK CAVITY WALL: AT THE 1ST FLOOR BRICK CAVITY

WALL, REMOVE AND DISPOSE OF THE EXISTING WINDOW. NOTCH EXPOSED INSULATION TO

CONNECT EXISTING WATERPROOFING TO NEW AIR BARRIER. INSTALL NEW 22 GAUGE METAL TRIM ANGLE SET IN SEALANT AT JAMBS. FASTEN AT INTERIOR JAMB FACE AND SET IN BUTYL TAPE.

INSTALL SELF ADHERED WATERPROOFING AT WINDOW SILL WITH END DAMS. AT EXISTING

WINDOW OPENINGS, INSTALL NEW .050" ALUMINUM WINDOW SILL PAN WITH END DAMS. TURN UP

BACKS AND SIDES OF SILL TRIM. FILL JAMB CAVITY BETWEEN BRICK AND BACK-UP MASONRY

WITH NON-SHRINK GROUT. INSTALL NEW FIXED ALUMINUM LEVEL "E" RATED HURRICANE IMPACT

STOREFRONT WINDOWS. BASIS OF DESIGN: YKK (MODEL YHS 50 FI) COMPLYING WITH FPA:

14218.5. GLAZING TO MATCH EXISTING MIRRORED FINISH MEETING REQUIRED SHGC PER FBC.

SEAL ALL FASTENER HEADS WITH A BEAD OF SEALANT. MATCH ALL EXISTING WINDOW FRAMING

PROFILES. INSTALL BACK PLATE ON WINDOW FRAME AND INSTALL DOUBLE BEAD OF SEALANT

AT THE PERIMETER OF THE EXTERIOR WINDOWS MATCHING COLOR OF WINDOW FRAME.

WINDOW FRAME COLOR TO BE DARK BRONZE ANODIZED ALUMINUM. SEAL ALL INTERIOR

WINDOW JOINTS WITH LATEX SEALANT. SEE SPECIFICATION 08 43 13.

1.4 WINDOW GLAZING: INSTALL LEVEL "E" MISSILE TESTED GLAZING PER FPA. COLOR TO

MATCH EXISTING WINDOW ASSEMBLIES SELECTED BY OWNERSHIP FROM STANDARD COLOR

SELECTION MEETING FBC REQUIREMENTS. SEE SPECIFICATION SECTION 08 80 00.

1.5 CURTAIN WALL ASSEMBLIES: REMOVE EXISTING CURTAIN WALL ASSEMBLY AND

DISPOSE OF IT PER PROJECT REQUIREMENTS. REMOVE AND REPLACE METAL CLOSURES AT THE

JAMBS. BASIS OF DESIGN: ALUCOBOND PLUS PANELS. PANEL FINISH TO BE SELECTED FROM BY

OWNER FROM STANDARD COLORS. AT EXPOSED CURTAIN WALL OPENINGS, INSTALL 1

2" EXTERIOR

WALL BOARD TO EXPOSED FRAMING. INSTALL .063 ALUMINUM CLOSURE BETWEEN NEW CURTAIN

WALL AND WALL CLOSURE. SEE SPECIFICATION SECTION 07 42 13 PRIME AND INSTALL A LAYER

OF SELF ADHERED WATERPROOFING MEMBRANE TO TIE-IN EXISTING INTERNAL WALL

WATERPROOFING WITH NEW CURTAIN WALL COMPONENTS AND FRAMING. INSTALL CONTINUOUS

INSULATION ON EXTERIOR FACE OF WALL FULL HEIGHT OF THE WALL (BASIS OF DESIGN -

ROCKWOOL'S CAVITY ROCK). AT THE OPENING SILL, REMOVE EXISTING WINDOW SILL PAN AND

COUNTERFLASHING. INSTALL NEW WOOD BLOCKING AND WRAP WITH SELF-ADHERED

WATERPROOFING. INSTALL NEW SILL PAN/TWO-PIECE COUNTERFLASHING. SILL PAN TO HAVE

MINIMUM 1" VERTICAL END DAM AT INTERIOR AND JAMBS. LINE PAN WITH SELF-ADHERED

WATERPROOFING. INSTALL NEW ROOF COUNTER-FLASHING. INSTALL NEW FIXED ALUMINUM

LEVEL "E" RATED HURRICANE IMPACT GLAZED 10-1

2" CURTAIN WALLS. BASIS OF DESIGN: YKK (YHC

300 OG) COMPLYING WITH FPA: 13433.2. INSTALL LEVEL "E" LARGE MISSILE TESTED GLAZING PER

FPA. COLOR TO BE REVIEWED AND APPROVED BY OWNERSHIP. SEAL THE PERIMETER EXTERIOR

CURTAIN WALL JOINTS WITH A DOUBLE BEAD OF SEALANT. SEAL ALL INTERIOR WINDOW JOINTS

WITH LATEX SEALANT. DUE TO WIDTH OF NEW CURTAIN WALL COMPONENTS, INSTALL NEW

METAL STUDS AND INTERIOR GYPSUM WALL BOARD AS REQUIRED TO BUILD OUT WALL FINISHES

AT WINDOW OPENINGS. INSTALL NEW GYPSUM AND ACOUSTICAL CEILING TILE COMPONENTS

TO ACCOMMODATE WALL BUILD OUT. INSTALL .063 ALUMINUM JAMB TRIM PROVIDED BY

WINDOW MANUFACTURER AT STUD PARTITION WALLS. FILL OPENING WITH FIRE-STOPPING AT

PARTITIONS. MODIFY EXISTING FLOOR FINISHES. AT FIRST FLOOR SOFFIT, PROVIDE METAL

CLOSURE AT FLOOR SLAB, SEALING BUILDING ENVELOPE. SET METAL IN SEALANT TAPE AND SEAL TO INTERIOR FACE OF CURTAIN WALL PANEL WITH SEALANT. INSTALL 2 HR FIRE STOP BARRIER AT CURTAIN WALL FLOOR/ROOF SLAB INTERFACE. BASIS FO DESIGN: HILTI - CFS-SP WB FIRESTOP FIRESTOP JOINT SPRAY. SEE DETAIL A8.20. SEE EXISTING SPECIFICATION SECTIONS 08 44 13 AND 08 80 00.

1.6 JAMB TRIM AT CURTAIN WALL COLUMNS: INSTALL .063" ALUMINUM JAMB TRIM BY

WINDOW MANUFACTURER AT COLUMNS AND CURTAIN WALLS TO ACCOMMODATE WIDTH OF THE

COLUMN ASSEMBLY. PAINT EXTERIOR FACE OF COLUMN BLACK TO CONCEAL FROM VIEW

THROUGH CURTAIN WALL. SEAL ALL JOINTS WITH TWO BEADS OF SEALANT.

2.0 PRECAST CONCRETE PANELS:

2.1 PRECAST CONCRETE WALL SEALANT REPLACEMENT: REMOVE ALL HORIZONTAL

AND VERTICAL SEALANTS ASSOCIATED WITH THE PRECAST CONCRETE PANEL SURFACES,

INCLUDING OVERHEAD SOFFITS. INSTALL A CLOSED CELL BACKER ROD AT ALL VERTICAL AND

HORIZONTAL JOINTS. PRIME WALL JOINT SUBSTRATES, AND APPLY NEW SECONDARY SEALANT

AT ALL HORIZONTAL AND VERTICAL JOINTS. PROVIDE ADDITIONAL BOND BREAKER AND APPLY A

SECOND LAYER OF SEALANT TO CREATE A "DOUBLE SEALANT" JOINT PROFILE. SEE

SPECIFICATION 07 92 00.

2.2 PRECAST CONCRETE WALL COATING: POWER WASH ALL PRECAST CONCRETE WALL

SURFACES. REMOVE ALL LOOSE COATINGS. PRIME AND PAINT ALL PREVIOUSLY PAINTED

SURFACES . BASIS OF DESIGN: CHEMTRETE -BSM400. SEE SPECIFICATION SECTION 09 91 00.

2.3 WALL PENETRATION, WALL MOUNTED EQUIPMENT AND LIGHTS SEALANT

REPLACEMENT: REMOVE ALL SEALANTS ASSOCIATED WITH THE WALL PENETRATIONS AND

WALL MOUNTED EQUIPMENT, INSTALL BACKER ROD AND SEALANT AT ALL JOINTS PENETRATING

THROUGH THE PRECAST CONCRETE WALL PANELS. SEE SPECIFICATION SECTION 07 92 00.

3.0 BRICK VENEER ASSEMBLY:

3.1 BRICK RESTORATION AND SEALING: REMOVE ALL LOOSE AND DETERIORATED

MORTAR FROM THE EXISTING BRICK VENEER MORTAR JOINTS AND RESTORE MORTAR JOINTS

USING A THREE STEP MASONRY TUCK-POINTING PROCESS. REPLACE ALL WALL PENETRATION

SEALANTS WITH NEW BACKER ROD AND SEALANTS. POWER WASH ALL BRICK VENEER WALL

SURFACES. APPLY CLEAR PENETRATING SEALER; BASIS OF DESIGN: CHEM-TRETE BMS400 BY

PROTECTOSIL, TO ALL BRICK WALL SURFACES. SEE SPECIFICATION SECTION 04 01 20 AND

07 19 00.

3.2 BRICK CRACK REPAIR: AT CRACKED BRICK LOCATIONS, GROOVE CUT EXISTING CRACK

PROVIDING 12" GROOVE. APPLY BOND BREAKER AND SEALANT. ASSUME 100 LF TO BE INCLUDED IN

BASE BID QUANTITIES.

3.3 BRICK CONTROL JOINTS: REMOVE AND REPLACE EXISTING EXTERIOR SEALANT AND

BACKER ROD AT ALL EXISTING CONTROL JOINTS. INSTALL NEW SEALANT. SEE SPECIFICATION

SECTION 07 92 00.

4.0 EXTERIOR LOUVER ASSEMBLIES:

4.1 LOUVER REFINISHING: REMOVE EXISTING SEALANTS FROM THE INTERFACE OF THE

LOUVER FRAMES AND ADJACENT PRECAST CONCRETE OR OTHER BUILDING ENVELOPE

COMPONENTS. INSTALL NEW BACKER ROD AND SEALANT. PRIME AND PAINT ALL PREVIOUSLY

PAINTED LOUVER FRAME SURFACES. MILL FINISHED ALUMINUM SURFACES TO REMAIN. SEE

SPECIFICATION SECTIONS 07 92 00 AND 09 90 00.

4.2 DIVERTER INSTALLATION: INSTALL NEW 20 GAUGE TYPE 316 STAINLESS STEEL

DIVERTER OVER ALL LOUVER ASSEMBLIES. SET VERTICAL FLANGE OF DIVERTER IN SEALANT TAPE

AND SECURE TO THE EXISTING PRECAST CONCRETE WALL ASSEMBLY WITH STAINLESS STEEL

EPDM GASKETED FASTENERS. SEE SPECIFICATION SECTION 07 62 00.

5.0 GLAZED DOOR ASSEMBLIES:

5.1 DEMOLITION: REMOVE ALL DESIGNATED EXISTING EXTERIOR DOORS AND THEIR

ASSOCIATED COMPONENTS INCLUDING BUT NOT LIMITED TO: DOORS, GLAZING, HARDWARE,

THRESHOLD, WOOD BUCKS, SHIMS, METAL FLASHINGS, FASTENERS, AND SEALANTS FROM THE

SURFACES OF THE EXISTING SUBSTRATES.

5.2 NEW GLAZED DOOR ASSEMBLY: INSTALL NEW YKK AP AMERICA, INC. ALUMINUM

DOOR (SERIES YKK 35H) WITH INSULATED, LEVEL "E" LARGE MISSILE IMPACT RATED TEMPERED

GLASS AND WITH PERIMETER SHIMS AND WITH AN EXTRUDED ALUMINUM, ACCESSIBLE

THRESHOLD. SEAL ALL EXTERIOR DOOR JOINTS WITH A DOUBLE BEAD OF SEALANT AT THE

PERIMETER OF THE EXTERIOR DOOR. INSTALL ALUMINUM HARDWARE MATCHING THE TYPE AND

KEYING OF THE ORIGINAL DOOR. AT CAVITY WALLS, TIE-INTO EXISTING SUBSTRATE AIR BARRIER.

FULLY SEAL TRANSITIONS TO PROVIDE AIR-TIGHT DETAIL.

5.3 NORTH ENTRANCE STOREFRONT CAST IN PLACE CONCRETE CURB: INSTALL A

NEW ENGINEERED CAST IN PLACE CONCRETE CURB AT NORTH ENTRANCE STOREFRONT TO

RAISE WINDOW SILL HEIGHT 12" ABOVE FINISHED GRADE. INSTALL NEW REINFORCEMENT PER

APPROVED DETAIL ON A/A5.3. INSTALL NEW .125 ANODIZED ALUMINUM CAP AT INTERIOR AND

EXTERIOR OF CURB TO MATCH WINDOW FRAME. PROVIDE WATER-STOP AT ALL COLD JOINTS.

BASIS OF DESIGN: ADCORE 500S BY GCP APPLIED TECHNOLOGIES. COORDINATE INSTALLATION

WITH BUILDING SECURITY.

5.4 NORTH ENTRANCE STOREFRONT FRAMING: FOLLOWING THE REMOVAL OF THE

EXISTING STOREFRONT, SHORE OPENING AS REQUIRED. INSTALL NEW HSS FRAMING AT HEAD

AND JAMBS TO SUPPORT NEW LEVEL "E" STOREFRONT ASSEMBLY PER FPA. PROVIDE

ENGINEERED SIGNED AND SEALED DOCUMENTS FOR FRAMING AND WINDOW INSTALLATION.

BASIS OF DESIGN: YKK AP AMERICA, INC. ALUMINUM DOORS (SERIES YKK35H) WITH INSULATED LEVEL "E" LARGE MISSILE IMPACT RATED GLASS. PROVIDE BACK PLATE AT FRAME TO PROVIDE

DOUBLE PERIMETER SEALANT JOINT. INSTALL NEW ADA THRESHOLD AT DOORWAY. BASIS OF

DESIGN: ZERO INTERNATIONAL, RABBETED THRESHOLD #65, OR APPROVED EQUAL. SET IN FULL

BED OF TRAFFIC RATED SEALANT.

6.0 PAINTED HOLLOW METAL DOORS:

6.1 HOLLOW METAL DOOR RESTORATION: REMOVE ALL SEALANTS FROM THE EXISTING

DOOR COMPONENTS. PROPERLY PREPARE ALL SURFACES AND INSTALL NEW BOND BREAKER

AND SEALANT AT PERIMETER DOOR FRAME JOINTS. TREAT ANY CORRODED METAL SURFACES,

PRIME AND PAINT ALL DOOR FRAME AND DOOR LEAF SURFACES. INSTALL 20 GAUGE TYPE 316

STAINLESS STEEL RAIN DIVERTER FLASHING OVER DOOR ASSEMBLIES. REMOVE AND REPLACE

EXISTING THRESHOLDS. BASIS OF DESIGN: ZERO INTERNATIONAL RABBETED THRESHOLD #65 OR

APPROVED EQUAL. SET IN FULL BED OF TRAFFIC RATED SEALANT. INSTALL TRAFFIC RATED

SEALANTS AT THE INTERFACE OF THE EXISTING DOOR THRESHOLD AND DOOR JAMB FRAMING.

REMOVE AND REPLACE WEATHER STRIPPING AND SWEEPS. SEE SPECIFICATION SECTIONS 07 92

00 AND 09 91 13.

6.2 DIVERTER INSTALLATION AT ROOF ACCESS DOOR: INSTALL NEW 20 GAUGE TYPE

316 STAINLESS STEEL DIVERTER OVER PAINTED HOLLOW METAL ROOF ACCESS DOOR ASSEMBLY.

SET VERTICAL FLANGE OF DIVERTER IN SEALANT TAPE AND SECURE TO THE EXISTING WALL

ASSEMBLY WITH GASKETED EPDM STAINLESS STEEL FASTENERS. SEE SPECIFICATION SECTION

07 62 00.

7.0 STUCCO WALL AND SOFFIT ASSEMBLY:

7.1 EXISTING STUCCO RESTORATION: ROUTE OUT ALL CRACKED STUCCO SURFACES.

PATCH STUCCO WITH NEW TEXTURED SEALANT, MATCHING STUCCO TEXTURE. PRESSURE CLEAN

ALL WALL AND SOFFIT SURFACES AND APPLY PRIMER AND HIGH PERFORMANCE COATING

SYSTEM TO ALL STUCCO WALL SURFACES. REPLACE ALL SEALANTS ASSOCIATED WITH THIS

WALL ASSEMBLY. AT ALL WALL AND SOFFIT PENETRATIONS, FILL ANNULAR SPACE WITH BACKER

ROD AND SEALANT. APPLY SEALANT AT ALL VERTICAL AND HORIZONTAL STUCCO CONTROL

JOINTS AND STUCCO REVEALS MAINTAINING PROFILES OF EXISTING JOINTS AND REVEALS.

INCLUDE 50 LINEAR FEET OF STUCCO CRACK REPAIR WITHIN BASE BID. INSTALL IN-FIELD

MOCK-UP OF STUCCO CRACK REPAIR FOR OWNER/ARCHITECT APPROVAL. SEE SPECIFICATION

SECTIONS 07 92 00 AND 09 91 13.

8.0 ROOFING REPAIRS:

8.1 COPING WATERPROOFING: REMOVE ALL SEALANTS ASSOCIATED WITH THE EXISTING

PARAPET WALL COPING ASSEMBLY. PRIME METAL SURFACES AND INSTALL NEW SILICONE TAPE:

BASIS OF DESIGN: DOWSIL 123 SEALANT TAPE AT ALL COPING END JOINTS, TERMINATIONS AND

TRANSITIONS. SEE SPECIFICATION SECTION 07 92 00.

8.2 ROOF REPAIRS AT FIRST FLOOR ROOFING ASSEMBLIES: AT FIRST FLOOR ROOFING

ASSEMBLIES, REMOVE AND REPLACE EXISTING COUNTER FLASHINGS. AT CURTAIN WALL, INSTALL

NEW TWO PIECE ALUMINUM COUNTER-FLASHING WITH CONTINUOUS CLEATS. AT EXISTING

PRECAST CONCRETE PANELS, SAWCUT NEW REGLET TO RECEIVE NEW TWO-PIECE FLASHINGS.

FABRICATE AND INSTALL NEW 22 GAUGE 316 STAINLESS STEEL RECEIVER AND

COUNTERFLASHING SYSTEM SECURED TO THE EXISTING WALL ASSEMBLY. PROVIDE

CONTINUOUS METAL CLEAT OF 20 GAUGE 316 STAINLESS STEEL.

8.3 ROOF FLASHING REPLACEMENT AT THE NORTH FIRST FLOOR ROOFING

ASSEMBLIES: AT THE NORTH MAIN ENTRANCE FIRST FLOOR SETBACK ROOF, INSTALL NEW

FLASHING ASSEMBLY IN COORDINATION WITH THE NEW FASICA PANEL INSTALLATION. REMOVE

AND REPLACE EXISTING AS PER EXISTING SINGLE-PLY ROOFING MANUFACTURER'S

REQUIREMENTS TO COMPLY WITH EXISTING WARRANTY REQUIREMENTS.

8.4 ROOF COATING AT FIRST FLOOR ROOFING ASSEMBLIES: AT THE FIRST FLOOR

ROOFING ASSEMBLIES, PRESSURE WASH EXISTING ROOF ASSEMBLY. AT ROOF NOT PREVIOUSLY

COATED, PREP PER MANUFACTURER'S SPECIFICATIONS AND APPLY NEW FULLY REINFORCED

ROOF COATING. PROVIDE ENGINEERED MOISTURE SCAN OF EXISTING ROOF ASSEMBLY. REMOVE

AND REPLACE ANY WET ROOF AREAS PER MANUFACTURER'S REQUIREMENTS. APPLY TWO PART

URETHANE ROOF COATING. SEE SPECIFICATION SECTION 07 56 10.

8.5 ROOF FLASHING REPLACEMENT AT MAIN ROOFING ASSEMBLIES: INSTALL NEW

FLASHING AT INTERIOR FACE OF NEWLY CONSTRUCTED PARAPET. REMOVE EXISTING FLASHING

WITH CURTAIN WALL DEMOLITION. INSTALL NEW TWO-PLY MODIFIED BITUMEN BASE FLASHING, COVERBOARD AND INSULATION EXTENDING TO THE TOP OF THE NEW PARAPET WALL EXTENDING

FOUR FEET INTO THE FIELD OF THE ROOF. ASSEMBLY TO COORDINATED WITH CURRENT ROOF

MANUFACTURER TO ENSURE FLASHING IS INCLUDED INTO EXISTING WARRANTY. INSTALL NEW

METAL COPINGS AT NEW CURTAIN-WALL SECTION. COPINGS TO BE ENGINEERED ANSI-SPRI ES-1

TESTED ASSEMBLIES. TIE-IN EXISTING COPING WITH MIN 12" TRANSITION COPING.

8.6 ROOF PARAPET WALL CONSTRUCTION: AT THE MAIN AND FIRST FLOOR NORTH WALL

ROOF, INSTALL NEW PARAPET WALL AND CURB COORDINATED WITH CURTAIN WALL AND FASCIA

PANEL INSTALLATION. AT THE MAIN ROOF, INSTALL NEW 4"X4"X3

8" HSS ATTACHED TO THE EXISTING

ROOF DECK AT MULLION LOCATIONS WITH NEW ANGLE CLIPS ANCHORED WITH HILTI-HIT HY 270, MIN. 4" EMBEDMENT. INSTALL NON-STRUCTURAL STEEL FRAMING AT 16" O.C AND INSULATION

BETWEEN HSS TUBES. INSTALL NEW COVERBOARD IN COORDINATION WITH ROOFING

INSTALLATION. TUBES TO BE ENGINEERED IN COORDINATION WITH CURTAIN WALL SHOP

DRAWINGS.

8.7 LIGHTNING PROTECTION: AT THE MAIN ROOF, TEMPORARILY REMOVE ALL EXISTING

LIGHTNING AIR TERMINALS AND CABLES AS REQUIRED WHICH ARE ATTACHED TO COMPONENTS

DESCRIBED IN THIS SCOPE OF WORK. PROVIDE FULLY OPERATIONAL LIGHTNING PROTECTION

SYSTEM DURING CONSTRUCTION. REPLACE ALL DETERIORATED/DAMAGED AIR TERMINALS.

REINSTALL LIGHTNING PROTECTION SYSTEM IN ACCORDANCE WITH NFPA-780 BY A LICENSED

CONTRACTOR WITH A MINIMUM OF 5 YEARS OF EXPERIENCE. IN THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS, RE-CERTIFY THE LIGHTNING PROTECTION SYSTEM. SEE SPECIFICATIONS

SECTION 13 10 00.

8.8 FIRST FLOOR SETBACK REGLET COUNTERFLASHING: AT THE FIRST FLOOR

COVERED WALKWAY, REMOVE AND REPLACE REGLETTED COUNTERFLASHING AT PRECAST WALL.

INSTALL NEW TWO-PIECE COUNTERFLASHING WITH CONTINUOUS CLEAT. SEE SPECIFICATION

SECTION 07 62 00.

9.0 FIRST FLOOR SETBACK FASCIA PANELS:

9.1 FIRST FLOOR FASCIA PANELS: AT THE NORTH FACADE, REMOVE AND REPLACE THE

FIRST FLOOR FASCIA PANELS TO MATCH THE NEW SPANDREL GLASS PANELS AT THE CURTAIN

WALL. PROVIDE ENGINEERED SHOP DRAINGS COMPLYING WITH FBC AND THE FLORIDA PRODUCT

APPROVAL, MEETING ALL WIND UPLIFT PRESSURES. REMOVE AND REPLACE VENTED SOFFIT

PANELS TO MATCH EXISTING.

10.0 HARDSCAPE SEALANT JOINT:

10.1 REPLACEMENT OF HARDSCAPE JOINT: REMOVE AND REPLACE EXISTING SEALANT

JOINT BETWEEN SIDEWALK AND VERTICAL BUILDING WALL. INSTALL NEW PREMOLDED JOINT FILL

AND SELF LEVELING TRAFFICABLE SEALANT. SEE SPECIFICATION SECTION 07 92 00.

11.0 WALL PENETRATIONS:

11.1 WALL PENETRATION SEALANT REPLACEMENT: REMOVE AND REPLACE EXISTING

SEALANT AT EXISTING WALL PENETRATIONS. INSTALL BOND BREAKER AND SEALANT AROUND

PENETRATIONS. SEE SPECIFICATION SECTION 07 92 00.

12.0 INTERIOR COMPONENTS, FINISHES AND INSULATION:

12.1 DEMOLITION: REMOVE ALL INTERIOR FINISHES AS REQUIRED TO INSTALL NEW CURTAIN

WALL AND WINDOW ASSEMBLY COMPONENTS INCLUDING BUT NOT LIMITED TO GYPSUM BOARD,

METAL STUDS, SEALANTS, WINDOW STOOLS, CEILING COMPONENTS AND FLOOR FINISHES.

12.2 INSULATION AND FIREPROOFING: WHERE EXISTING INSULATION AND FIREPROOFING

WAS REMOVED AT WINDOW OPENINGS, INSTALL NEW R-13 BATT OR SPRAYED POLYURETHANE

FOAM INSULATION WITH FIRE RATED INTUMESCENT COATING. BASIS OF DESIGN: HILTI CW-S-2028

2-HR FIREPROOFING AT ALL FLOOR SLABS AND TERMINATIONS.

12.3 METAL STUDS AND GYPSUM SHEATHING: INSTALL NEW METAL STUD FRAMING AND

GYPSUM SHEATHING WHERE EXISTING GYPSUM SHEATHING OR PLASTER WERE REMOVED AND

AT WALL LOCATIONS WHERE NEW STUD FRAMING WAS INSTALLED TO ACCOMMODATE CURTAIN

WALL WIDTH. AT NEW CURTAIN WALL COMPONENTS, EXTEND METAL STUD FRAMING AND

GYPSUM SHEATHING TO THE ADJACENT PARTITION WALLS. TIE-IN NEW GYPSUM SHEATHING

WITH ADJACENT EXISTING GYPSUM SHEATHING.

12.4 GYPSUM AND ACOUSTICAL CEILING PANEL ASSEMBLIES: MODIFY EXISTING AND

INSTALL NEW GYPSUM BOARD AND/OR ACOUSTICAL CEILING PANEL ASSEMBLY AS REQUIRED TO

INSTALL NEW CURTAIN WALL AND WINDOW COMPONENTS.

12.5 PAINTING: PRIME AND PAINT ALL INTERIOR WALL AND CEILING SURFACES ADJACENT TO THE WINDOW COMPONENTS. PRIME AND PAINT THE INTERIOR SURFACES (FLOOR TO CEILING) OF

THE EXISTING AND NEW INTERIOR GYPSUM WALLBOARD AT NEW WINDOW ASSEMBLIES. SEE

SPECIFICATION SECTION 09 91 25

12.6 INTERIOR BLINDS: INSTALL NEW ROLL-UP BLINDS (MATCH EXISTING) AT ALL BLIND

LOCATIONS.

12.7 INTERIOR SEALANTS: SEAL ALL INTERIOR WINDOW JOINTS WITH ACRYLIC LATEX

SEALANT.

12.8 ELECTRICAL COMPONENTS: MODIFY EXISTING ELECTRICAL COMPONENTS TO

ACCOMMODATE NEW INTERIOR FINISHES.

12.9 INTERIOR TILES: REMOVE AND REPLACE EXISTING FLOOR TILES AND BASE COVES AS

NECESSARY TO INSTALL NEW WINDOW ASSEMBLIES. REPLACE IN-KIND WITH APPROVED TILE

MATCHING EXISTING AND THIN SET MORTAR BY LATICRETE.

12.10 INTERIOR CONSTRUCTION BARRIER: INSTALL INTERIOR CONSTRUCTION BARRIER

ISOLATING CONSTRUCTION AREA FROM INTERIOR OCCUPIED SPACE. INSTALL USING WALL

FRAMING AND SOLID PARTITION. PROVIDE DUST CONTROL AND AIR BARRIER.

SHEET

REVISIONS

KAK / CAS

APPROVED BY:

DRAWN BY:

JPA

NUMBER TYPE

JULY 8, 2022

PROJECT NUMBER:

DATE:

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 Jun 27, 2025.