Volume 5 of 5 Typical Project Details and Site Info Key West International Airport
Noise Insulation Program
Construction of
Key West by the Sea — Final Phase
Volume 5of5
Typical Project Details and Site Information
KeyWest
International Airport
Prepared for:
THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS
Mr. David Rice, District 4 Mayor
Mr. Craig Cates, District 1 Mayor Pro-Tem
Ms. Michelle Coldiron, District 2 Commissioner
Vacant Until Filled, District 3 Commissioner
Ms. Holly Raschein, District 5 Commissioner
Prepared by:
THC, Inc.
3300 Breckinridge Blvd., Suite 200
Duluth, Georgia, 30096
In Association with:
The Sun Group, Inc.
Jones & Conde, LLC
Gallagher Bassett Technical Services
March 2022
Key West International Airport Noise Insulation Program
Construction of Key West by the Sea - Final Phase
TABLE OF CONTENTS -VOLUME 5 of 5
TYPICAL PROJECT DETAILS AND SITE INFORMATION
Section I —Window and Door Installation Guidelines
Section II—Typical Project Details
Section III—Construction Safety & Phasing Plan
Section IV—General Unit Information &Window and Door Glass Option Selections
TABLE OF CONTENTS
SECTION I
WINDOW AND DOOR
INSTALLATION GUIDELINES
KWBTS WINDOW AND DOOR INSTALLATION GUIDELINES
These guidelines establish the minimum guidelines for the installation of doors and window
products. Refer to the Manufacturers installation instructions and Product Approvals for all
information not addressed below.
• Existing Rough Opening Preparation:
Remove existing window or door frame including all existing finishes, wood, etc. to fully expose
the existing substrate. Clean the rough opening of all debris, loose materials, old sealants and
inspect the existing rough opening for deterioration of structural substrate, cracks, voids or
deficiencies which will inhibit proper installation and anchorage of the new frame. Any noted
structural deficiencies shall be reported to the Program Manager for further evaluation prior to
installation of the new buck or frame.
Existing materials and finishes, (including existing bucks)within the new frame depth shall be
removed unless specifically approved as acceptable by the Program Manger. All wood bucks to
remain shall be full length and free from defects.
Existing wall finish comprised of solid cementitious plaster may remain in place when the existing
finish does not interfere or compromise the proper installation and anchorage of the window or
door. The specific condition at each opening must be reviewed and approved by the Program
Manager.
Remove by chipping or grinding any existing surface irregularities on the rough opening to
provide a smooth and level surface on all sides of the rough opening.
Waterproof the existing rough opening with liquid membrane waterproofing using Sikaflex 102
Everflash or approved equal. Coat all exposed surfaces that are to be hidden from view behind
the finished window/door.
The project details show minimum typical requirements and cannot anticipate specific rough
opening conditions that are not visible until existing materials are removed. Where existing
conditions vary from what is indicated in the typical details, the Contractor shall report such
conditions to the Project Representative who will coordinate with the Project Architect to provide
direction.
Where the existing sill substrate is not solid to a depth of the required fastener embedment or 2"
minimum, the contractor shall fill all open cmu cells to a depth of 8" below top of cell with 3,000
psi. min. concrete to ensure installation of fasteners as shown in the product approval.
• Wood Buck Installation:
Wood bucks are to be used to correct existing opening 'but of plumb" or"out of level" conditions;
to provide a smooth, square, level and plumb surface for mounting the window/door and to fill
gaps which are larger than the maximum allowable shim space.
Wood bucks must be continuous and solid the full length and full depth of the window and door
frame such that full support of the frame is provided. Wood bucks shall be#2 SYP or better. All
Window and Door Installation Guidelines 1
wood in contact with concrete or masonry must be of preservative treated lumber. Preservative
treated lumber must not be in direct contact with aluminum.
Wood bucks should fully contact one another at the corners to provide a weathertight seal. Wood
bucks shall be set in a heavy continuous bed of professional grade sealant and securely
fastened to the structure. Verify that wood bucks are plumb, level and square.
Coat all surfaces of wood bucks using Sikaflex 102 Everflash or approved equal liquid applied
waterproofing prior to window installation. Leave the back interior face uncoated to allow
moisture in the wood buck to escape.
According to the product approvals, window and door anchorage must be one of the two options
below:
Option 1.Where the total buck thickness is less than 1-1/2 inches: Apply two continuous
beads of approved sealant along the entire backside length of each buck. The buck shall be
securely fastened to transfer load to the masonry, concrete or other structural substrate and the
buck shall extend beyond the interior face of the window or door frame. Anchor the wood buck to
substrate with 1/4" Concrete screws, 1-1/4" minimum embedment. Fastener spacing is 6"from
ends and 12" o.c. staggered.
The window or door assembly shall be anchored directly into the masonry, concrete or
other structural substrate material in accordance with the fastening requirements of the
Product Approval.
Option 2. Where the total buck thickness is 1-1/2 inches or greater: Apply two continuous
beads of approved sealant along the entire backside length of each buck. The buck shall be
securely fastened to transfer load to the masonry, concrete or other structural substrate and the
buck shall extend beyond the interior face of the window or door frame. The window or door
assemblies shall be anchored to the secured wood buck in accordance with the fastening
requirements of the Product Approval. This note does not permit downsizing of the products.
Where Option 2 is required, the attachment of the wood buck to the existing building substrate
shall be as follows:
Concrete or Masonry Substrate:
Fastener edge distance: maintain minimum 2" edge distance for concrete or cmu and 3/"for
wood.
Anchor first layer of wood buck to substrate with 1/4" Concrete screws, 1-1/4" minimum
embedment. Fastener spacing is 6" from ends and 12" o.c. staggered.
Additional wood buck layers, when required, shall be anchored to the substrate (thru first
layer)with 1/4" concrete screws, 1.25" minimum embedment. Fastener spacing is 6"from
ends and 12" o.c. staggered.
Window and Door Installation Guidelines 2
• Shim Installation:
Verify that all fastener locations, gaps between the window frame and solid wood blocking or
rough opening is no larger than allowed in Product Approval. Shim window using approved shim
materials at each fastener location to prevent frame distortion.
Shims shall be made from materials capable of sustaining applicable loads, located and applied
in a thickness capable of sustaining applicable loads. Do not use wood shims.
• Shear Blocks at Sill:
Verify that shear blocks are properly installed and spaced where shown on the Product Approval.
Check for full engagement of shear block into window frame. Do not stack multiple shear blocks
to provide required height. Provide continuous wood blocking at existing sill where more than
1/4"of shim is required to fully engage shear block into sill frame.
• Product Fastener Installation:
Provide the fastener type, size and length required to meet the required minimum embedment
and anchorage to the building structure as required by the Product Approval.
Fastener locations must meet minimum edge distances as required by the Product Approval and
the Florida Building Code.
Fasteners into preservative treated lumber shall be hot dipped galvanized or stainless steel.
Fasteners for aluminum frames shall be corrosion resistant or have a corrosion resistant coating.
END OF SECTION.
Window and Door Installation Guidelines 3
SECTION II
TYPICAL PROJECT DETAILS
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE
TYPICAL PROJECT DETAILS -
ARCHITECTURAL DETAILS
AW-1.1 ACOUSTICAL ALUMINUM WINDOW DETAIL
AW-2.1 TYPICAL WINDOW TRIM ELEVATION
CG-1.1 TYPICAL CEILING INFILL DETAIL
CG-2.1 TYPICAL CEILING SOFFIT DETAIL
CG-3.1 ATTIC MOUNTED ERV ENCLOSURE AND ACCESS PANEL
DR-1.1 TYPICAL EXTERIOR ALUMINUM GLIDING DOOR DETAIL
DR-2.1 TYPICAL EXTERIOR SWINGING PRIME DOOR DETAIL
DR-3.1 TYPICAL INTERIOR WOOD DOOR DETAIL
DR-4.1 TYPICAL INTERIOR DOOR TRIM ELEVATION
ST-1.1 CROSS BRACE REMOVAL DETAIL
WL-1.1 TYPICAL INTERIOR WALL PILASTER DETAIL
WL-2.1 TYPICAL ERV CLOSET INTERIOR WALL DETAIL
WL-3.1 TYPICAL INFILL DETAIL AT EXISTING THRU WALL AC
WL-4.1 LINE SET COVER ON EXTERIOR WALL
MECHANICAL ELECTRICAL DETAILS
ME-1.1 GROUND FLOOR CONDENSING UNIT DETAIL
ME-1.2 BALCONY CONDENSING UNIT DETAIL
ME-1.3 TYPICAL UNIT EQUIPMENT LOCATIONS
ME-1.4 LIVING ROOM AHU ELEVATIONS
ME-1.5 BEDROOM AHU ELEVATIONS
ME-1.6 GROUND FLOOR PATIO ELEVATION
ME-1.7 GROUND FLOOR PATIO SECTION
ME-1.8 BALCONY EXTERIOR ELEVATION & ERV CLOSET ELEVATION
ME-1.9 TYPICAL BALCONY SECTION
ME-1.10 TYPICAL WALL SLEEVE DETAIL
ME-1.11 CONDENSATE DRAIN DETAILS
ME-1.12 CONDENSATE PIPING ELEVATION
CUT BACK AND REMOVE
EXISTING INTERIOR FINISHES
AS REQUIRED TO ALLOW
FOR REMOVAL OF WINDOW.
PATCH AND PAINT TO MATCH
ADJACENT SURFACES.
CONTINUOUS PERIMETER ALUMINUM PROVIDE AND INSTALL NEW
PANNING PROVIDED BY WINDOW WOOD WINDOW CASING,
MANUFACTURER. TRIM TO FIT RETURNS AND SILL PER TYP.
OPENING AND BACK SEAL PANNING DETAIL AW-2.1.
TO STRUCTURE.
PROVIDE AND INSTALL NEW
FULL DEPTH PRESSURE
REMOVE EXISTING STUCCO AT TREATED WOOD BLOCKING
AT HEAD AND JAMB TO
OPENING PERIMETER TO ALLOW
ADEQUATE CLEARANCE FOR NEW PROVIDE
WINDOW INSTALLATION. REPAIR SPACE. APPLY LIQUID
MAX.SHIM
M
STUCCO TO MATCH EXISTING. M WATERPROOFING L.rtl' OPENING PER ARCHITECT.
ROUGH
LfL LnJ DO NOT DOWNSIZE
CONTINUOUS URETHANE PERIMETER OPENING. SHIM AT ALLFASTENER LOCATIONS.
SEALANT FILL ALL REMAINING VOIDS
WITH FIBERGLASS BATT OR
LOW EXPANDING SPRAY-IN
FOAM INSULATION.
EXTERIOR
INTERIOR
NEW WINDOW UNIT-SEE SCHEDULE APPLY CONTINUOUS
PERIMETER SEALANT
BEFORE INSTALLING TRIM
PROVIDE AND INSTALL NEW
WOOD WINDOW CASING,
CONTINUOUS URETHANE PERIMETER RETURNS AND SILL PER TYP.
SEALANT DETAIL AW-2.2.
REMOVE EXISTING WINDOW WITH
MINIMUM DISTURBANCE TO
EXTERIOR STUCCO. PATCH STUCCO JUL
VOIDS/DAMAGE AS REQUIRED.
CUT BACK AND REMOVE
EXISTING RAISED CONC.SILL TO EXISTING INTERIOR FINISHES
REMAIN. FILL ENTIRE WIDTH OF AS REQUIRED TO ALLOW
WINDOW WITH 5000 PSI FAST FOR REMOVAL OF WINDOW.
SETTING CONCRETE TO PROVIDE PATCH AND PAINT TO MATCH
LEVEL SURFACE FOR NEW WINDOW. ADJACENT SURFACES.
EXISTING CONCRETE SILL
KEY
rAW--1.1 ACOUSTICAL ALUMINUM WINDOW DETAIL
EXISTING 0 1 2 �3 HEAD AND SILL DETAIL/JAMB SIMILAR
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE AW-1.1
MARCH 2O22
1X4 FLAT PAINTED TERMITE
RESISTANT WOOD CASING&
RETURNS
ACOUSTICAL WINDOW AS
SCHEDULED
5/4 TERMITE RESISTANT PAINTED
WOOD SILL WITH OGEE EDGE
1X4 TERMITE RESISTANT FLAT
WOOD PAINTED APRON
rAW--2'.'�lTYPICAL WINDOW TRIM ELEVATION
NOT TO SCALE
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE AW-2.1
MARCH 2O22
EXISTING PAINTED GYPSUM
BOARD CEILING.
NEW 5/8"(OR MATCH EXISTING)
GYPSUM BOARD. PATCH,TEXTURE
AND PAINT TO MATCH EXISTING
CEILING.(PROVIDE NEW
INSULATION TO MATCH EXISTING
WHERE OCCURS)
EXISTING STEEL JOIST STRUCTURE. PROVIDE
ADDITIONAL METAL FURRING AND FRAMING AS
REQ'D.TO SUPPORT NEW CEILING INFILL.
rCG-T.�lTYPICAL CEILING INFILL DETAIL
0 1 2 3
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE `jG-1.1
MARCH 2O22
EXISTING STEEL JOIST STRUCTURE. PROVIDE
ADDITIONAL METAL FURRING AND FRAMING AS
REQ'D.TO SUPPORT NEW CEILING INFILL.
EXISTING PAINTED GYPSUM
BOARD CEILING.
NEW MECHANICAL PIPING
NEW 1/2"(OR MATCH EXISTING) 00
GYPSUM BOARD SOFFIT. PATCH,
TEXTURE AND PAINT TO MATCH
EXISTING CEILING.
NEW 1-1/2"20 GA.GALV.MTL.
FRAMING @ 16"OC. FASTEN TO
EXISTING CEILING AND WALL
FRAMING. SEE FLOOR PLANS FOR
LOCATIONS AND FIELD VERIFY SIZE
TO AVOID CONFLICT WITH EXISTING
CONDITIONS.
rCG-2.�lTYPICAL CEILING SOFFIT DETAIL
0 1 2 3
��j �:�
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE `jG-2.1
MARCH 2O22
EXISTING WOOD ROOF
TRUSSES @ 24"OC.
6" 25 GA.GALV.MTL.
FRAMING ON ALL SIDES
OF ENCLOSURE W/
CONTINUOUS 6"
FIBERGLASS BATT
INSULATION(R-19)
ERV EQUIPMENT
ENCLOSURE W/5/8"GYP.
BD.TAPED AND
FINISHED.
CEILING MTD.ERV. SEE
MECHANICAL DRAWINGS.
VERIFY ALL REQUIRED
11 11 CLEARANCES.
22.5 X 36"PAINTED STEEL
HINGED CEILING ACCESS
PANEL.
L J
X1
\--l-L
EXISTING GYP.BD.
CEILING.CUT AND
PATCH AS REQUIRED.
CG-3.1 ATTIC MOUNTED ERV ENCLOSURE AND ACCESS PANEL
NOT TO SCALE
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE `jG-3.1
MARCH 2O22
CUT BACK AND REMOVE
EXISTING INTERIOR FINISHES
AS REQUIRED TO ALLOW
FOR REMOVAL OF WINDOW.
PATCH AND PAINT TO MATCH
ADJACENT SURFACES.
REMOVE EXISTING STUCCO AT
OPENING PERIMETER TO ALLOW
ADEQUATE CLEARANCE FOR NEW PROVIDE AND INSTALL NEW
DOOR INSTALLATION. REPAIR WOOD DOOR CASING AND
STUCCO TO MATCH EXISTING. RETURNS PER TYP.DETAIL.
DR-4.1
CONTINUOUS URETHANE PERIMETER
SEALANT
APPLY CONTINUOUS
PROVIDE AND INSTALL NEW 0 PERIMETER SEALANT
FULL DEPTH FIRE-RETARD BEFORE INSTALLING TRIM
TREATED WOOD BLOCKING
AT HEAD&JAMB TO
PROVIDE 1/4"MAX.SHIM
SPACE. DO NOT DOWNSIZE NEW DOOR UNIT-SEE
OPENING.APPLY LIQUID SCHEDULE.
WATERPROOFING TO ROUGH
OPENING PER ARCHITECT.
SHIM AT ALL FASTENER
LOCATIONS. FILL ALL
REMAINING VOIDS WITH
FIBERGLASS BATT OR LOW
EXPANDING SPRAY-IN FOAM
INSULATION. EXTERIOR NTERIOR
CUT BACK EXISTING INT.AND
EXT.FLOOR FINISHES AS
NECESSARY FOR DOOR
SET THRESHOLD IN INSTALLATION
CONTINUOUS FULL BED OF
SEALANT
1
REMOVE EXISTING STUCCO A p
OPENING PERIMETER TOALLOW
ADEQUATE CLEARANCE FOR NEW
DOOR INSTALLATION. REPAIR REMOVE EXISTING CEMENTITIOUS
STUCCO TO MATCH EXISTING. SETTING BED TO EXPOSE
EXISTING SLAB.PROVIDE NEW
FAST SETTING 5000 PSI
- CONCRETE LEVELING BED.
KEY TYPICAL EXTERIOR ALUMINUM
rDR-T.'1* GLIDING DOOR DETAIL (EG)
EXISTING °I 1 23 HEAD AND THRESHOLD DETAIL/JAMB SIMILAR
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE D R-1.1
MARCH 2O22
CUT BACK AND REMOVE
EXISTING INTERIOR FINISHES
TO ALLOW FOR REMOVAL OF
DOOR,CAUSING AS LITTLE
REMOVE EXISTING WINDOW WITH DAMAGE AS POSSIBLE TO
MINIMUM DISTURBANCE TO ADJACENT SURFACES
EXTERIOR STUCCO. PATCH STUCCO
VOIDS/DAMAGE AS REQUIRED.
Z x
CONTINUOUS URETHANE SEALANT
PROVIDE AND INSTALL NEW
FULL DEPTH PROVIDE AND INSTALL NEW
FIRE-RETARDANT TREATED WOOD DOOR CASING AND
WOOD BLOCKING AT HEAD RETURNS PER TYP.DETAIL.
AND JAMB TO PROVIDE 1/4" DR-4.1
MAX.SHIM SPACE. APPLY
LIQUID WATERPROOFING TO
ROUGH OPENING PER
ARCHITECT. DO NOT
DOWNSIZE OPENING. SHIM CONTINUOUS PERIMETER
AT ALL FASTENER SEALANT
LOCATIONS. FILL ALL
REMAINING VOIDS WITH I IN
FIBERGLASS BATT OR LOW
EXPANDING SPRAY-IN FOAM
INSULATION.
I IN
NEW DOOR UNIT-
SEE SCHEDULE
EXTERIOR INTERIOR
SET ALUMINUM THRESHOLD NEW MARBLE THRESHOLD
IN CONTINUOUS BED OF SEALANT FILLER AS REQUIRED.
CUT BACK EXISTING INT.AND
NECESSARY FOR DOOR
EXISTING STEPDOWN EXT.FLOOR FINISHES AS
INSTALLATION
EXISTING
CONCRETE SLAB
KEY
rDR-2.�lTYPICAL EXTERIOR SWINGING PRIME DOOR DETAIL (EP)
EXISTING ° 1 2 3 HEAD AND THRESHOLD DETAIL/JAMB SIMILAR
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE D R-2.1
MARCH 2O22
NEW DOOR AND FRAME-
SEE SCHEDULE
x 4
D D
1/4"SHIM SPACE
NEW WALL CONSTRUCTION PER
WALL DETAIL WL-2.1
NEW PAINTED 1x4 WOOD CASING
PER TYP.DETAIL DR-4.1 NEW FIRE RETARDANT
TREATED WOOD BLOCKING
KEY
DR-3.1 TYPICAL INTERIOR WOOD DOOR DETAIL (IW)
EXISTING ° JAMB DETAIL(HEAD SIMILAR)mrml
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM D R-3.1
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE
MARCH 2O22
1X4 FLAT PAINTED TERMITE
RESISTANT WOOD CASING&
RETURNS
REPLACEMENT DOOR AS
SCHEDULED.
TRIM EXISTING BASE SQUARE
AND CAULK TO NEW WOOD TRIM
rDR4'1* TYPICAL INTERIOR DOOR TRIM ELEVATION
NOT TO SCALE
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE D R-4.1
MARCH 2O22
Lit CUT
BRAS HEM G EQ. EQ. EQ. EQ.
EXIST.BLDG.WALL, EXISTING CRETE
TYR FLOOR TO FEMAIN,TYP. EXISTING JOIST TOP
CHORD,TYP.
Cl
d w
° DE
SECT."I"
JB/OLTS
\ L1/Y6x1 1/z"BOIL L3"x3"xi/4"x6"LG.
CHORD BRACE W/1/2"0 w/2-7/16"0 HOLES FO
F___ BOLT&WASHER,TYP. 2-3/6"0 BOLTS,TYP.
�Cr,•1• SECT. 1
2"0x1 1/2"LG EXISTING JOIST WEB
BAR,TYP.
W/WASHER,
TYR VHERE/IF REQUIRED,NEW NEW L1 1/2"x1 1/Yx3/16"x EXISTING JOIST BOTT. EXISTING CONCRETE
L1 1/2"xL1 1/2"BOTT AS REQ'D BOTT.CHORD CHORD BARS,TYP. FLOOR TO REMAIN,TYP.
x3"xi/4"x6"LG. CHORD BRACE MAY BE BRACE,TYP.WHERE EXISTING
w/2-3/6"0x3"LG.DIP. INSTALLED IN LAST BAY X-BRACING TO BE CUT.
BOLTS&WASHERS,TYP. NEXT TO EXISTING TIE-BEAM.
d .
jj�
II EXISTING JOIST TOP
Q. I CHORD,TYR
EXISTING JOIST WEB
BAR,TYP.
DET. "A" DET. "B" DET. "C" } 4
EXISTING JOIST BOTT. 3"X3"X"P TYP.
CHORD BARS,TYP. 1/2"00 1/2"LG.BOLTS
NOTE BOTT.CHORD BRACE TO BE INSTALLED NEXT TO THE EXISTING 1/Y WEB-BAR(EITHER SIDE OF JOIST,SEE DET."(f)AND TO BE BOLTED W/WASHER,TYP.
TO JOIST BOTT.CHORD BARS AS SHOWN.TORQUE BOLT-NUT UNTIL ALL ASSEMBLY IS IN COMPRESSION,THEN CUT&REMOVE EXISTING X-BRACE
WHERE SHOWN.UPSET TREADS OF FO BOLT AFTER INSTALLATION.ALL NEW STEEL TO BE ASTM A36,ALL BOLTS TO BE ASTM A307,TYP.
rs_,_,'
STRUCTURAL X BRIDING MODIFICATION
NOT TO SCALE
THIS DETAIL SHALL BE USED AS REQUIRED AT ERV CLOSET
DUCTWORK CONFLICT WITH EXISTING X-BRIDGING.
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE ST-1.1
MARCH 2O22
EXISTING WALL SHOWN
HATCHED
EXISTING GYP.BD.WALL
FINISH
NEW MECHANICAL PIPING
LL Z
ZZO
QQI--
a0�
�u0
O LU LL
0 00
Z
��
Lu
U)
NEW 1/2"(OR MATCH EXISTING)
GYPSUM BOARD. PATCH,TEXTURE
AND PAINT TO MATCH EXISTING
WALLS.
NEW 2-1/2"20 GA.GALV.MTL.
FRAMING @ 16"OC. REMOVE
EXISTING GYP.BD.AS REQUIRED
TO FASTEN TO EXISTING CEILING
AND WALL FRAMING. ADD MTL
FRAMING CROSS MEMBERS AS
REQUIRED IN EXISTING WALL/
CEILING. SEE FLOOR PLAN FOR
DIMENSION AND
CONFIGURATION
NEW 1X6 PAINTED WOOD FLAT TRIM
AT TOP AND BOTTOM OF PILASTER
WHERE EXIST.BASE/CROWN
MOULDING OCCURS.
L-1.1 TYPICAL INTERIOR WALL PILAS ER DETAIL
0 1 2 3
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE WL-1.1
MARCH 2O22
EXISTING CONC.FLOOR/CEILING
TT ASSEMBLY
CONTINUOUS SEALANT
AT TOP PLATE
PATCH EXISTING CEILING WITH 5/8"
GYP.BD.(OR MATCH EXISTING)ON
7/8"MTL.FURRING @ 24"OC.
PROVIDE 1 LAYER%"GYPSUM
BOARD TAPED AND PAINTED
AT BOTH SIDES
3-5/8"25 GA.MTL.WALL FRAMING @
16"OC.
NEW PAINTED TERMITE RESISTANT 1X6
WOOD BASE AT BOTH SIDES
NEW 2x4 FIRE RETARDANT
TREATED SILL PLATE SET IN BED
OF CONT.SEALANT.ANCHOR W/16"
CONC.FASTENERS @ 24"OC.
CUT BACK EXISTING
FLOOR FINISHES
EXISTING CONC.FLOOR ASSEMBLY
rWL-3. TYPICAL INTERIOR ERV CLOSET WALL DETAIL
0 1 2 3
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE WL-2.1
MARCH 2O22
CUT BACK STUCCO 6"MINIMUM ALL PATCH/REPLACE INTERIOR AND
AROUND AS REQUIRED TO ACHIEVE A EXTERIOR WALL FINISHES FOR A
LEVEL AND PLUMB WALL SURFACE. PATCH NEAT AND CLEAN APPEARANCE,
EXT.STUCCO TO MATCH EXISTING WALL PRIME AND PAINT ENTIRE WALL,
TEXTURE. PRIME AND PAINT TO MATCH CORNER TO CORNER TO MATCH
EXISTING WALL. EXISTING FINISH OR AS
DIRECTED BY ARCHITECT.
I I
I I
REMOVE EXISTING A/C UNIT AND
INTERIOR/EXTERIOR A/C FRAME.
COORDINATE WITH PROGRAM
MANAGER ON DISPOSAL OF
REMOVED EQUIPMENT.
I I
I
INFILL EXTERIOR WALL WITH 8"
CONCRETE MASONRY UNIT(CMU).
PROVIDE GALV.METAL BRICK TIES TO
EXISTING WALL AT EACH COURSE.
MATCH SIZE AND ALIGNMENT OF
MORTAR JOINTS TO BLEND INTO PROVIDE NEW GYPSUM
EXISTING SURFACE. I I BOARD,FURRING AND
INSULATION TO MATCH
EXISTING.
L - - - - - - �
EXISTING 8"CMU WALL
REMOVE ELECTRICAL BOX AND
ASSOCIATED WIRING;INFILL VOID IN
WALL AND PATCH TO MATCH EXISTING
FINISHES.
KEY
L-3.1 TYPICAL INFILL DETAIL AT EXISTING THRU-WALL AC
EXISTING 0 1 2 3
Scale in Inches
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM ` - ,�_�■�
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE VV
MARCH 2O22
3,. 3.
4 4
VARIES
CONT.SEALANT BEAD EACH SIDE
AND AT ALL PIPE PENETRATIONS
L7 O
W_
Q
3/16"TAPCONS INTO CM @ 16"OC.
EACH SIDE.
MINIMUM.050"ALUMINUM LINE SET
COVER WHERE SPECIFIED ON
MECHANICAL DRAWINGS. SUBMIT
SHOP DRAWINGS FOR REVIEW.
PAINT TO MATCH EXISTING
BUILDING
L-4.1 LINE SET COVER ON EXTERIOR WALL
NOT TO SCALE
NOTES:
1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL.
2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING
PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL.
3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING,
PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.)
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE WL-4.1
MARCH 2O22
NOTES:
1. THE CONTRACTOR SHALL PROVIDE AT NO
ADDITIONAL COST, ENGINEERING FOR AN ALUMINUM
WALL BRACKET TO SUPPORT THE CONDENSING UNIT
ABOVE THE FEMA BASE FLOOD ELEVATION (OR AS
REQUIRED BY MONROE COUNTY). ENGINEERING
SHALL INCLUDE THE CONNECTION DETAIL OF THE
CONDENSING UNIT TO THE BRACKET AS APPROVED BY
THE EQUIPMENT MANUFACTURER. ALL ENGINEERING
SHALL BE SIGNED AND SEALED BY A FLORIDA
PROFESSIONAL ENGINEER AND SHALL SATISFY
PERMIT REQUIREMENTS.
MANUFACTURER'S MOUNTING ALUMINUM WALL BRACKET
BRACKET WITH!"THICK TO SUPPORT CONDENSING
NEOPRENE PAD UNDER UNIT. SEE NOTE 1.
BRACKET.
PAT 1 O
NDENSI
UNIT
8"
THIS DIMENSION MUST BE FIELD
VERIFIED.WHEN UNIT IS LOCATED
ON THIS SIDE OF THE BALCONY
THE CONTROL PANEL MUST
CLEAR THE EXISTING STORM
SHUTTERS&PROVIDE WORKING
ACCESS.
LIVING ROOM
GROUND FLOOR CONDENSING UNIT DETAIL
SCALE: 1/4" = V-0"
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.1
MARCH 2O22
NOTES:
1. THE CONTRACTOR SHALL PROVIDE AT NO
ADDITIONAL COST, ENGINEERING FOR THE ALUMINUM
WALL BRACKET&ANCHORING OF THE WALL BRACKET
&CONDENSING UNIT TO THE EXTERIOR WALL TO
MEET WIND LOAD REQUIREMENTS. ENGINEERING
SHALL BE PROVIDED BY OR APPROVED BY THE
EQUIPMENT MANUFACTURER. ALL ENGINEERING
SHALL BE SIGNED AND SEALED BY A FLORIDA
PROFESSIONAL ENGINEER AND SHALL SATISFY
PERMIT REQUIREMENTS.
ALUMINUM WALL BRACKET
TO SUPPORT CONDENSING
UNIT WITH 2"THICK
NEOPRENE PAD BETWEEN
BRACKET&UNIT SUPPORT.
SEE NOTE 1.
BALCONY
NDENSI
UNIT
ENSION MUST BE FIELD VERIFIED.
WHEN UNIT IS LOCATED ON THIS SIDE OF
THE BALCONY THE CONTROL PANEL MUST
CLEAR THE EXISTING STORM SHUTTERS&
PROVIDE WORKING ACCESS. SOME
BALCONY'S WILL HAVE CONDENSING UNIT
ON OPPOSITE SIDE.THE CLEAR SPACE FOR
THE MANUFACTURER'S CONTROL PANEL
ACCESS FROM THE BALCONY RAIL MUST BE
MAINTAINED IN THOSE INSTALLATIONS.
BALCONY CONDENSING UNIT DETAIL
SCALE: 1/4" = V-0"
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.2
MARCH 2O22
5
BALCONY 1.8
CONDENSING
UNIT
AHU
2
3
1 Q 1.5
1.4
BEDROOM 2 LIVING ROOM 1 BEDROOM 3
1.9
O
CLO
BATH
CLO
� O O
BATH
J O
CLO CLO
O
BEDROOM 1 4
1.5 Q KITCHEN
6
�a
�rl
w
r
TYPICAL UNIT EQUIPMENT LOCATIONS
SCALE: 3/16"
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.3
MARCH 2O22
12"
\--AHU
ACCESS PANEL
ONLY AS REQ'D.
CO
CO
sc
D_
2 LIVING ROOOM AHU ELEVATION
12"
AHU
/ w
L ~
CO
Q
o_
SLIDING DOOR
� LIVING ROOM AHU ELEVATION
SCALE: 3/8"
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.4
MARCH 2O22
3 POLE TOGGLE DISCONNECT
SWITCH.PROVIDE LABEL AS
DISCONNECT SWITCH.VERIFY
EXACT WORDING IN FIELD WITH
CONSTRUCTION MANAGER.
WALKWAY SIDE BEDROOMS
ONLY.
BEAM 12"
Lr0�
LJ
AHU
l
COPPER DISCHARGE LINE
I
�I
I
II
GRAVITY �
DRAIN.
O
U
MINI-CONDENSATE PUMP W/INTEGRAL BASIN.
MOUNT IN WALL WITH ACCESS PANEL IN BEDROOM.
MIN 2 GPH FLOW AT 10'HD.RATED SOUND SHALL BE NOTE:BEDROOMS WITH AHU LOCATED ABOVE
25 DBA OR LESS.MOUNT PUMP AS LOW AS DOOR SHALL HAVE THE CONDENSATE PUMP
POSSIBLE. LOCATED IN THE SOFFIT ON THE HALL SIDE,BEHIND
THE AHU.
4 BEDROOM AHU ELEVATION WITH PUMP
12"
BEAM
AHU
2" 3 POLE TOGGLE DISCONNECT
SWITCH.PROVIDE LABEL AS
DISCONNECT SWITCH.VERIFY
EXACT WORDING IN FIELD WITH
LOJ CONSTRUCTION MANAGER.
COURTYARD SIDE BEDROOMS
ONLY.
48"OR HEIGHT 4
OFBEDROOM z
WALL SWITCH,
IF DIFFERENT. O
U
3 BEDROOM AHU ELEVATION W/O PUMP
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.5
MARCH 2O22
ALIGN WALL CAPS&
COVERS VERTICALLY.
ERV INTAKE WALL CAP.
CONCRETE BALCONY
VERIFY WITH FEMA
I
22" / EVATI ON
REQUIREMENT.
10"
ERV EXHAUST
L-r--
WALL CAP.
�---WP-GIR
RECEPT. BOTTOM OF CONC.BEAM
14^ 4"DIA RE &DISCONNECT DO NOT PENETRATE
LINE WALL
PENETRATION. PROVIDE THE CU WITH
MANUFACTURERS OPTIONAL
4"DIA ELECTRICAL DRAIN KIT ACCESSORY.
&CONDENSATE ROUTE DRAIN LINE FROM CU
PENETRATION. TO CONDENSATE DRAIN.
SLIDING DOOR
38"
CONDENSATE DRAIN NOTE:ALL EXPOSED REFRIGERANT LINE INSULATION
SHALL BE PAINTED WITH A UV PROTECTIVE COATING.THE
COLOR SHALL BE WHITE&THE PRODUCT SHALL BE
LISTED FOR USE ON THE LINE SET INSULATION.
FINISHED FLOOR
PATIO SLAB
GGRUND FLOOR PATIO ELEVATION
SCALEO: 3/8"
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.6
MARCH 2O22
ERV INTAKE WALL CAP UP 78"AFF.
BALCONY SLAB
VERIFY WITH FEMA 22"
&LOCAL FLOOD
EXIST.
ELEVATION CU CLG.
REQUIREMENT. j \
10"
14"
4"SCH 40 PVC SLEEV
FOR REF LINE WALL
PENETRATION.
w
Q
4"SCH 40 PVC
SLEEVE FOR °
ELECTRICAL&
CONDENSATE
PENETRATION.
PATIO SLAB
_ GROUND FLOOR PATIO SECTION
SCALE:
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.7
MARCH 2O22
4"DIA ERV DUCT.TYP.
WITH SLEEVES THRU GYP. I I I I I I I
BD.CEILING. SEAL ALL I II II II
PENETRATIONS.THIS DUCT I I I I I II I
MUST BE RIGID SHEET I I I I I II I
M ETAL I NTO CEI LI NG
SPACE.
ERV SUSPENDED
FROM STEEL JOISTS 7ERV
ABOVE USING
UNI-STRUT SUPPORT
AND ALL THREAD ROD
ERV ❑
CONTROL
6"
MOUNT ERV AS
EXIST.CLOSET HIGH AS POSSIBLE
54" IN CLOSET.VERIFY
WIDTH OF EXIST.
DOOR TO ALLOW
FULL ACCESS TO
ERV FOR SERVICE
6 ERV3/CLOSET ELEVATION
ERV INTAKE WALL CAP.
TOP OF DUCT AT BOTTO CONCRETE BALCONY AT FLOOR 3
OF BEAM
I
4"SCH 40 PVC SLEE E BOTTOM OF CONC.13EAM
FOR REF LINE WALL DO NOT PENETRATE
PENETRATION.
W GFI RECEPT.I LINE SET COVE PAINTED NOTE:ALL EXPOSED REFRIGERANT LINE INSULATION
& ISCONNECT TO MATCH BUILDING. SHALL BE PAINTED WITH A UV PROTECTIVE COATING.
HORIZONTAL SECTION TO THE COLOR SHALL BE WHITE&THE PRODUCT SHALL BE
6'-0" L BE 30"LONG. LISTED FOR USE ON THE LINE SET INSULATION.
4"SCH 40 PVC
SLEEVE FOR SLIDING DOOR
ELECTRICAL&-
�CONDENSATE
PENETRATION.
\ TOP OF UNIT TO BE
BELOW TOP OF
BALCONY RAILING.
FINISHED FLOOR
BALCONY SLAB
PROVIDE THE CU WITH
MANUFACTURERS OPTIONAL
ERV EXHAUST WALL CAP. DRAIN KIT ACCESSORY.
ROUTE DRAIN LINE FROM CU
TO CONDENSATE DRAIN.
5 BALCONY EXTERIOR ELEVATION
SCALE:
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.8
MARCH 2O22
CONCRETE BALCONY AT FLOOR 3
ERV INTAKE WALL CAP. rr
TOP OF DUCT AT BOTTOM
OF BEAM
EXIST.
CLG.
WP GFI RECEPT.&CU DISC
w
U)
Q
d
TOP OF UNIT TO BE CU
BELOW TOP OF
BALCONY RAILING.
BALCONY SLAB
4"SCH 40 PVC SLEEVE
FOR REF LINE WALL
ERV EXHAUST WALL CAP PENETRATION.
4"SCH 40 PVC
SLEEVE FOR
ELECTRICAL&
CONDENSATE
PENETRATION.
NOTE:ALL WALL CAPS&LINE SET SLEEVE COVERS
SHALL BE ALUMINUM PAINTED TO MATCH THE
BUILDING.INTAKE&EXHAUST CAPS SHALL HAVE 1/4"
X1/4"SCREEN.
TYPICAL BALCONY SECTION
SCALE: 3/16" = 1�-O" NOTE:FLOOR 2 SHOWN.
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.(]A
MARCH 2O22
CORE DRILL HOLE IN CMU
WALL FOR SCH 40 PVC
SLEEVE.
PIPING
L
EXPANDING FOAM SEALANT.
SEAL ANNULAR SPACE WITH
CONT.SEALANT
NOTE:THE DIAMETER OF THE
CORED HOLE SHALL BE NO
LARGER THAN THE O.D.OF THE
SCH 40 PVC PIPE PLUS 1/4".
TYPICAL WALL SLEEVE DETAIL
SCALE: NTS
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM M E-1.10
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE
MARCH 2O22
CONDENSATE DRAIN
HOSE FROM THE WALL
MOUNTED AHU.
PLASTIC FITTING:
1/2"BARB X3/4"MALE NPT.
PROVIDE PIPE CLAMP AT
BARBED END. SCH 40 PVC FITTING:
3/4"FPT X 3/4"SLIP
3/4"SCH 40 PVC CONDENSATE
DRAIN RUN SEPARATELY TO
BUILDING EXTERIOR THRU
WALL SLEEVE.
AHU GRAVITY DRAIN DETAIL
SCALE: NTS
SOFT COPPER
CONDENSATE TO
EXTERIOR
5/8"ID PLASTIC TUBING
TO CONNECT TO DRAIN
LINE FROM UNIT.
3/8"OD COPPER TO 3/8"OD
PLASTIC TUBING CONNECTION
FITTING.LOCATE AT PUMP
ACCESS PANEL.
PLASTIC TUBING
FROM PUMP.
CONDENSATE
PUMP
CONDENSATE PUMP PIPING DETAIL
SCALE: NTS
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM M E-1.11
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE
MARCH 2O22
30"
4" DIA ELECTRICAL
&CONDENSATE
PENETRATION.
1/4"COPPER TUBING FROM
CONDENSATE PU OP. TRANSITION
TO 3/8" ID UV RES STANT TUBING.
TYPICAL FOR EACH CONDENSATE (RAI
CH 4 VC GRAVI
PUMP DRAIN LINE N TO 5/8 D UV
TANT TU N .TYPICALEACH GRA DRAIN.
REMOVABLE
PERFORATED
CAP.
PLASTIC 3/4" MPT X BARBED
FITTING FOR TUBIN
CONNECTION. TYPICAL.
REMOVABLE
PERFORATED---
CAP.
NON-KINK, UV
1"CONDENSATE 23 RESISTANT TUBING
TO RISER. FROM CU DRAIN.
2" MIN
1" S C H 40
PVC BALCONY SLAB
CONDENSATE PIPING ELEVATION
SCALE: 1" = V-0"
PROJECT: DRAWING NUMBER:
KEY WEST INTERNATIONAL AIRPORT
NOISE INSULATION PROGRAM M E-1.12
CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE
MARCH 2O22
SECTION III
CONSTRUCTION SAFETY &
PHASING PLAN
KEY T
a , INTERNATIONAL AIRPORT
Noise
Insulation
KEY WEST BY THE SEA
CONSTRUCTION SAFETY AND PHASING PLAN
March 1 , 2022
KEY WEST
INTERNATIONAL AIRPORT
SIU o W
Key West International Airport V L "osiiiip
Noise Insulation Program (NIP)—Final Phase MsullaHon
Introduction
Phase 2 of the Key West International Airport Noise Insulation Program (NIP)will include
the acoustical treatment for the Key West by The Sea Condominiums (KWBTS) located
within the DNL 65 dB boundary.
KWBTS Proposed Scope of Work
The KWBTS complex includes a total of three (3) buildings, containing a total of 206
condominiums. Buildings A and B are six (6) story structures, each containing sixty-five
(65) condominium units. Building C is a three (3) story structure containing seventy-six
(76) residential units.
For the KWBTS condominium units, the NIP improvements will include new acoustic
windows, acoustic prime doors, acoustic sliding patio doors, ductless mini-split HVAC
system, Energy Recovery Ventilator (ERV) unit, and construction of all associated wall
pilasters required to house the Ductless AC and ERV ducts and lines. In addition, the NIP
improvements will include the removal and infill of all portable "through-wall" air
conditioning units (PTAC), electrical panel upgrades (only where required), interior
painting and exterior stucco patching and painting.
Asbestos testing will be performed in all KWBTS condominiums during the design
process. The laboratory analysis / results of the samples will determine if any of the
areas/surfaces (exterior stucco, gypsum board, ceilings) in a condominium contain the
presence of asbestos containing materials (ACM). In the event of ACM in any surface or
area in the condominium, asbestos abatement will required be a required scope of work
item. If required, the required asbestos abatement scope of work could represent a high
volume of additional work to include the construction of containments on all walls, ceilings
and window / door openings, asbestos removal and bagging, air sampling and worker
clearances in containment areas for non-abatement subcontractors.
THC Staffing
Throughout the NIP Phase 2, THC, Inc. will act as the prime consultant (the "Consultant'),
responsible for management of all THC staff, as well as all sub-consultants (Principal
Architect, Principal Engineer, Construction Manager, Environmental Engineer, Acoustical
Engineer). In addition to providing the Program Manager, Program Assistant Manager
and Construction Administrator, THC will also be responsible for providing the NIP
Construction Manager and NIP Construction Administrator who will be responsible for the
daily on-site management of the Contractor. Given the high level of construction activity
that will be occurring simultaneously in numerous condominiums on multiple floors during
the construction period, this project will require two (2) professionals (Construction
Manager, Construction Administration) to properly observe and manage all construction,
asbestos abatement, scaffolding and/or lift activity (walkway and/or courtyard building
elevations), conduct all daily/weekly meetings and to provide the timely processing of all
required paperwork and payment processing. This will ensure the highest level of safety
and construction quality. In the event of requires asbestos abatement, THC will be
Construction Safety and Phasing Plan Page 2 of 8
KEY WEST
INTERNATIONAL AIRPORT
SIU o W
Key West International Airport V L "osiiiip
Noise Insulation Program (NIP)—Final Phase MsullaHon
required to hire a professional asbestos abatement staff person who will act as the
executive asbestos manager to ensure the Contractor's asbestos abatement
subcontractor complies with all defined asbestos abatement requirements identified in the
project specification.
Appointment of Construction Safety Manager (CSM)
The Contractor will be required to appoint its on-site construction superintendent or other
qualified individual as its duly authorized representative to serve as Construction Safety
Manager(CSM). The CSM shall be especially knowledgeable regarding the requirements
of The Written Safety Plan and shall represent the Contractor on safety and security
compliance.
The CSM will accomplish the following-
1. Before the initiation of construction, provide a complete review of the project safety
plan and associated requirements to all contractor employees, subcontractors,
and/or independent agents.
2. Work in tandem with the designated Construction Manager to ensure that all
contractor employees are issued ID badges before the initiation of construction.
3. Develop and submit in writing a detailed work schedule with dates of all scopes of
work and all milestone events.
4. Develop and submit in writing a detailed outline of the procedures to be followed
to maintain safety and security of Contractor operations during the execution of the
contract work.
5. Conduct at least one safety meeting of all Contractor supervisory personnel prior
to the start of contract work. The purpose of this meeting is to review the approved
Work sequence schedule and safety and security procedures. Attendance at this
meeting by the CSM, all Contractor supervisory personnel, and the Construction
Manager is mandatory.
6. Develop a safety and security orientation program and provide a briefing for all
employees of the Contractor and subcontractors that will be used on the project.
7. Submit a Safety Plan Compliance Document (SPCD) to the Consultant and
Construction Manager describing how it will comply with the requirements of the
CSPP and supplying any details that could not be determined before contract
award.
8. Scheduling of weekly progress meetings that include, as a part of the agenda, an
update of safety plan requirements, issues, concerns, and incidents.
Construction Safety Manager (CSM) Responsibilities
Construction Safety and Phasing Plan Page 3 of 8
KEY WEST
INTERNATIONAL AIRPORT
SIU o W
Key West International Airport V L "osiiiip
Noise Insulation Program (NIP)—Final Phase MsullaHon
The goal of the safety plan is to provide an efficient, productive construction effort that
incorporates safe working methods and strong safety standards by all employees,
supervisors, subcontractors, and material suppliers while on the project site. Throughout
the management of the project, the CSM will constantly remind members of the need for
safe habits and behavior on the project site. The CSM will monitor the construction on
site daily to evaluate work conditions and the work habits of the Contractor's crews. A
Safety Report by the CSM will be presented at each weekly meeting to address areas of
concern. The CSM responsibilities will be the following-
1. Responsible for all on site safety.
2. Establish and provide safety training for all construction personnel.
3. Make all necessary personal protective equipment,job safety materials, and first
aid equipment available.
4. Require all subcontractors to adhere to all safety regulations.
5. Review accidents with subcontractors, supervisors, foremen, and file reports
and see that corrective measures are implemented immediately. Maintain all
safety records, accident reports, and investigation reports.
6. Have copies of all federal, state and local safety regulations at the jobsite office.
7. Be familiar with the laws pertaining to safety, and their basic requirements.
8. See that all new employees are given orientation regarding their safety
responsibilities.
9. Inspect work operations daily to insure the use of safety procedures and safe
use of equipment.
10. Conduct a weekly on-site safety meeting discussing upcoming work and the
associated job hazards.
11. Utilize the U.S. Army Corps of Engineers Safety Manual, EM-385-1-1, Personal
Safety Policy, and OSHA Regulations to prepare for each construction activity
and determine required precautions and comply with CFR Part 1910, NFPA
Standards, N.E.C. Standards, ANSI and EPA Standards.
12. Provide means to accomplish policy as stated above.
13. Enforce this policy and discharge any employee who willfully disregards it.
14. Require all subcontractors to abide by all subcontract language.
15. Conduct safety inspections and document findings.
16. Investigate all accidents and file full report.
17. Establish procedures for reporting and treating every injury.
Construction Safety and Phasing Plan Page 4 of 8
KEY WEST
INTERNATIONAL AIRPORT
SIU o W
Key West International Airport V FNRIP-ir-*6�1k-v-
WorkiNoise Insulation Program (NIP)—Final PhaseHon Hours
The Contractor will be able to perform all construction activities on weekdays (Monday
through Friday) during the hours of 8.00 AM to 5.00 PM. If approved by the Consultant,
the Contractor may be allowed to perform work on Saturday and "Quite Work" only on
Sundays during the hours of 8 AM to 5 PM. It should be noted that the Contractor, his
employees and designated staff, will not be allowed on the construction site without the
presence of the Construction Manager. All work required beyond the above stated times
must be first approved by Construction Manager and the Key West by The Sea property
management.
Property Protection Requirements
The Contractor shall provide, install, and maintain temporary protection in all areas of the
KWBTS Condominium Building and Site where NIP work occurs. In addition, specific
requirements are:
Asphalt and Concrete Surface Protection
The Contractor shall provide protection on all asphalt and/or concrete surfaces &
walkways when utilizing trucks/vehicles, hydraulic lifts, carts/flatbeds and/or machinery of
any kind. In addition, the Contractor must protect all asphalt and/or concrete surfaces
where storage, waste, and toilet facilities are placed on the property staging areas. The
Contractor will be responsible to provide any and all repairs with their own funds in the
event of any damage.
Walkway Concrete Railing Protection
During the operation of hydraulic lifts on the walkway side of the building elevation, the
Contractor will be required to provide a protective shell over all concrete railings and
walkway surfaces where the hydraulic lift activities occur during the transport of new
windows, doors, HVAC, building materials, and waste/demolition material. The Contractor
will be responsible to provide any and all repairs with their own funds in the event of any
damage.
Courtyard Grass, Shrub & Tree Protection
During the operation of hydraulic lifts in both the walkway and courtyard building
elevations, the Contractor will be required to provide the proper wood tracking to protect
all grass surfaces. In addition, the Contractor is responsible to provide protective tarps,
pads, and cloths to protect all shrubs and trees during any NIP work activity. The
Contractor will be responsible to provide any and all repairs with their own funds in the
event of any damage.
Condominium Interior Protection
As required in the project specifications, the Contractor will be required to properly protect
all interior finishes, flooring, and furniture during all NIP work activity utilizing tarps, pads,
drop cloths, covers, or other appropriate items to minimize as much as possible any
Construction Safety and Phasing Plan Page 5 of 8
KEY WEST
INTERNATIONAL AIRPORT
SIU o W
Key West International Airport V L "osiiiip
Noise Insulation Program (NIP)—Final Phase MsullaHon
damage and dust control to the premises or its contents. The Contractor will be
responsible to provide any and all repairs with their own funds in the event of any damage.
Nighttime Building Protection
The Contractor will be required to provide nighttime security on all active KWBTS
construction floors during the time from 6:OOpm — 8:OOam.
Construction Site Planning and Restrictions
The building and premises included in the scope of work of this project are currently
occupied. The work is to be done with as little inconvenience as reasonably possible and
without danger to persons visiting or occupying the premises and the permanent
structures within the project area. Special care must be exercised in the use of machinery
so as not to constitute a source of danger or nuisance. When regulated by local building
code or other authority, such requirements for protections shall be considered as
minimum requirements and the Contractor shall be responsible for providing protection
to meet such requirements as may be required by public safety laws.
Special areas (primarily the space behind Building C) throughout the KWBTS property
will be designated for the Contractor during the construction period (see attachment).
These designated areas, which are pre-approved by the property management, will serve
as staging areas for equipment lifts, job storage containers, office trailer, construction
waste dumpster, hazardous waste dumpster, tool trailer, and portable toilet. and worker
facilities. All worker break areas will be restricted to this designated area. The Mobilization
Plan requires approval by the Construction Manager.
Work Area Restrictions
The Contractor will be required to barricade all non-construction traffic away from work
areas. Work in progress shall not be left unattended until that portion of work is completed
and the work area is cleaned and suitable for occupancy. Workers shall maintain sight
of all tools and materials to prevent accidental injury. Unattended tools or power operated
equipment will be properly removed by the Construction Manager and will not be returned
until the end of the work day.
Debris Management
All areas disturbed during construction will be clean of any debris or materials. Under no
circumstance will any window or door opening be left opened or unlocked. A walk through
with the Construction Manager and the CSM will be performed at the end of each work
day. The Contractor will also be required to provide a night-time security staff person to
watch the floor under construction during non-work hours.
OSHA Protection Policy
The Contractor, their employees, and all subcontractors and their employees will be
required to comply with the following general project work rules:
1. All employees shall always wear American National Standard Institute (ANSI)
approved safety glasses with side shields on the project.
Construction Safety and Phasing Plan Page 6 of 8
KEY WEST
INTERNATIONAL AIRPORT
SIU o W
Key West International Airport V L "osiiiip
Noise Insulation Program (NIP)—Final Phase MsullaUon
2. All employees shall always wear ANSI approved hard hats while on the project
site.
3. All employees shall always wear hard soled shoes/work boots while performing
work on site. All visitors shall always wear appropriate footwear.
Fire Prevention
1. Fire extinguishers will be provided in work areas as required.
2. Flammable liquids, gases shall be stored in approved containers only and safely
stored away from the buildings.
3. Contractor and subcontractors will provide temporary electrical service with ground
fault circuit interrupters.
4. Contractors and all subcontractors shall receive instruction in the proper use of fire
extinguishers, safety goggles, hard-hats, and all other equipment particular to their
respective trades.
Fall Protection
1. Safety standards and requirements for temporary facilities, including design,
construction, spacing, power distribution, anchoring, and signage requirements,
used on the project will adhere to Section 4 of the U.S Army Corps of Engineers
Safety and Health Requirements Manual, Version EM 385-1-1 dated September
3, 1996.
2. All contractors and subcontractors must utilize full body harness w/ two shock-
absorbing lanyards to allow continuous protection.
3. All practical measures must be taken to eliminate, prevent and control fall hazards.
First consideration must be given to the elimination of those hazards. If a fall
hazard cannot be practically eliminated, second consideration must be given to
implementing effective permanent means of fall protection.
4. All floor and wall openings must always be properly barricaded.
Hazardous Materials Management
All surfaces in each condominium will be tested to detect the presence of asbestos
containing materials (ACM). Based on laboratory results of the samples, asbestos
abatement will only be required in the areas/surfaces where the samples show a
presence of ACM. In this case, the required asbestos abatement scope of work could
represent a high volume of additional work to include:
1. Construction of containments on all walls, ceilings and window / door openings
2. Asbestos abatement when cutting existing gypsum board and ceilings
3. Asbestos abatement when taping and sanding replacement gypsum board
4. Asbestos abatement when removing windows and doors
5. Asbestos abatement when infilling wall openings (from PTAC units)
Construction Safety and Phasing Plan Page 7 of 8
KEY WEST
INTERNATIONAL AIRPORT
SIU o W
Key West International Airport V L "osiiiip
Noise Insulation Program (NIP)—Final Phase MsullaUon
6. Bagging of all asbestos waste
7. Air sampling during all asbestos abatement activity
8. Worker clearance in containment area by non-abatement subcontractors
As a part of the project specifications, the Consultant will develop an asbestos abatement
specification which will define all asbestos abatement requirements. To monitor the
project asbestos abatement requirements, the Consultant will hire a professional
asbestos abatement staff person who will act as the executive asbestos manager to
ensure the Contractor's asbestos abatement subcontractor complies with all defined
asbestos abatement requirements identified in the project specification.
Hazard Communication Program
The Hazard Communication Program prepared by the Contractor shall comply with the
requirements of the Federal OSHA standard 1926.59 and ensure that information
necessary for the use, handling, and storage of hazardous chemicals is provided to and
made available to all employees. This program includes guidelines on identification of
chemical hazards and the preparation and proper use of container labels, placards, and
other warning devices.
Emergency Contact Information
The Contractor shall designate a primary and alternate employee to be the responsible
Contractor's representative. Each of these designees will be available locally on a 24-
hour basis. The names and phone numbers of each of these designees will be made
available to the Construction Manager.
The Contractor will be supplied with and required to keep posted at the project site the
following emergency numbers-
- 911 for medical, fire and police emergencies.
- Key West Police Department: 305-809-1111
- Key West Fire Department: 305-292-8145
- Lower Keys Medical Hospital: 305-294-5531
- Monroe County Animal Care & Control: 305-294-4857
Penalties & Issuance of Deficiency Points
Noncompliance by the Contractor with safety rules and the regulations or failure to comply
with the written safety plan will result in both the repair of any and all damage to the
KWBTS property, as well as, the issuance of NIP Deficiency Points by the Program
Manager which can lead to contract termination (see Volume 1 — Special Provisions
Section SP-13).
Construction Safety and Phasing Plan Page 8 of 8
SECTION IV
GENERAL UNIT INFORMATION &
WINDOW AND DOOR GLASS
OPTION SELECTIONS
KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM
KEY WEST BYTHE SEA FINAL PHASE
DOOR & WINDOW GLASS OPTIONS
DEFAULT SELECTION:
WHITE OBSCURED GLASS
(EP-OG)
OR SELECT ALTERNATE GLASS
OPTION: VISION GLASS(EP-VG)
Default Selection Alternate Glass
EP-OG EP-VG
WHITE OBSCURED GLASS ❑ VISION GLASS
WALKWAY MAIN SWINGING DOOR TYPE "A"
DEFAULT SELECTION:
WHITE OBSCURED GLASS
(EP-OG)
OR SELECT ALTERNATE GLASS
OPTION:VISION GLASS(EP-VG)
Default Selection Alternate Glass
EP-OG El EP-VG
WHITE OBSCURED GLASS VISION GLASS
WALKWAY SWINGING DOOR TYPE "C" (KITCHEN OR BEDROOM)
DEFAULT SELECTION:
WHITE OBSCURED GLASS
(LOWER SASH ONLY) Ex 71�:]
OR SELECT ALTERNATE GLASS
OPTIONS:
1. VISION GLASS(UPPER&
LOWER SASH)
2. WHITE OBSCURED GLASS Default Selection Alternate Glass Alternate Glass
(UPPER AND LOWER
SASH) WHITE OBSCURED GLASS VISION GLASS WHITE OBSCURED GLASS
LOWER SASH ONLY ❑ UPPER AND LOWER SASH ❑ UPPER AND LOWER SASH
WALKWAY BEDROOM WINDOW TYPE "1"
DEFAULT SELECTION:
WHITE OBSCURED GLASS
(LOWER SASH ONLY)
OR SELECT ALTERNATE GLASS
OPTIONS:
1. VISION GLASS(UPPER&
LOWER SASH)
2. WHITE OBSCURED GLASS Default Selection Alternate Glass Alternate Glass
(UPPER AND LOWER
SASH) WHITE OBSCURED GLASS VISION GLASS WHITE OBSCURED GLASS
LOWER SASH ONLY ❑ UPPER AND LOWER SASH ❑ UPPER AND LOWER SASH
WALKWAY KITCHEN WINDOW TYPE "3"
Note: Default Selections will be specified for each unit unless the Unit Owner chooses alternate glass options by marking
optional selections and returning the complete form to Heather Faubert @ hfaubert@thcinc.net prior to February 15, 2022.
1 wish t tAon
s ns as rk fo nit No.
Printed Pe
Author, t
Existing DOOR AND WINDOW GLASS SELECTIONS
Unit No. Owner Name Existing SpecialFinishes Hurricane Design Review Notes (REFER TO SHEET Al FOR SCHEDULE INFORMATION)
Shutters SEE Al FLOOR PLAN FOR QUANTITIES AND OPENINGS WITHOUT GLASS OPTION
Wainscot/Crown/ Unless otherwise
Mirrors noted,All openings Door A DoorCSwinging m Window 1&7
are protected by Swin Walkwa Window3Kitchen Door DERVCIoset
Accordian Shutters. g g Y Bedroom
Upper/Lower F-IW-FL(Flush)
Upper/Lower V=Vision LAW-LVR(Full Louver)
V=EP-VG V=EP-VG V=Vision O=Obscured P=IW-2P(2-Panel)
O=EP-OG O=EP-OG O=Obscured T=Tentative
BLDG A
101A Crown Moulding and Default Selection.Verifed Glass selection
28ed-18a Sheila A.ea rber ceilingtrim in Living Standard for Door C onendwall as EP-OG O O V/O N/A N/A
Room
Crown Moulding in
201A Michael Halpern Living Room Standard Default Selection O N/A V/O N/A N/A
2 8ed-1 8a Full Ht.Mirror in
Bedroom 1
201A Marta-1-v None Standard Default Selection O N/A V/O V/O N/A
1 8ed-1 8a
401A Dominique Sellier None Standard Default selection O O V/O N/A N/A
2 8ed-1 8a
603A Wall mirror in Living Accordiw at Walkway
1 8ed-1 ea Thomas Schmitt Room Openings,Roll Down Vision Glass DoorA and Kit Window 3 V N/A N/A V/V N/A
at Courtyard Openings
Accodiansthruout
605A
18ed-1 ea Gary&Diane Onderdonk None and Roll Down at Default Selection O N/A N/A N/A N/A
Bedroom Windows
BLDG B
105E Patricia Sellier None Standard Defaun selection N/A O N/A N/A N/A
2 8ed-1 8a
1.Crown Moulding
2088 Ray&Bridget Halpin Thruout. Rolldown at Kitchen Kit W indow 3 Vision Glass O N/A V/O V/V P
1 8ed-1 8a 2.Full Ht.Mirrors on and Bedroom
Living Room Wall
301, Crown moulding in
18ed-18a Ph Vllis Stout Living Room,Kitchen Standard Kit Window 3 Vision Glass O N/A N/A V/V P
and Foyer
30" William&Carol Woolsey None Standard Kit Wind—3 Vision Glass O N/A V/O V/V N/A
2 8ed-1 8a
405E Peter&Lori Fogarty mirror on Living Room Roll-down at BR1& Defaun Selection O N/A N/A N/A N/A
3 8ed-2 ea wall 8112
6018 Crown Mouldings in
2 Bed-18a GarVWilliams Living Room,Kitchen, Standard Defaun selection O N/A V/O N/A N/A
Foyer and 8112.
Crown Moulding Living Vision Glass DoorA and Kit Window 3.
608 Room thru-out,Bead Owner does not want elec panel on MIL
18ed-18a It McGrath Board and Mirrors in Standard 1-paid to move.OK to leavem hall for V N/A N/A VN P
Living Room bid.
Crown Moulding Thru-
6118 Warren&Dana Rosenfeld out.eeadboard Standard Default Selection O O V/O N/A P
3 8ed-2 8a scot in Bedroom
&3,
Existing DOOR AND WINDOW GLASS SELECTIONS
Unit No. Owner Name Existing SpecialFinishes Hurricane Design Review Notes (REFER TO SHEET Al FOR SCHEDULE INFORMATION)
Shutters SEE Al FLOOR PLAN FOR QUANTITIES AND OPENINGS WITHOUT GLASS OPTION
Wainscot/Crown/ Unless otherwise
Mirrors noted,All openings Door A DoorCSwinging m Window 1&7
are protected by Swin Walkwa Window3Kitchen Door DERVCIoset
Accordian Shutters. g g Y Bedroom
Upper/Lower F=IW-FL(Flush)
Upper/Lower V=Vision L-lW-LVR(Full Louver)
V=[P-VG V=[P-VG V=Vision O=Obscured P=IW-2P(2-Panel)
0=1P-OG 0=1P-OG O=Obscured T=Tentative
115C Brian&Susan Hill None Standard Default selection O N/A V/O NA NA
3 Bed-21a
Do,"It Selection.Owner could not pinch
211C 'ill Keeler None Standard latches open in CM and is concerned with O N/A V/O V/O N/A
3 Bed-2 3a cleaning.DM to coordingate with herto
show her how easily windows open.
219C Marina Epstein None Standard Default Selection O N/A N/A V/O N/A
Bd-1 3a e
317S Barbara Youngman None Standard Default Selection O N/A V/O V/O N/A
dio