Erie Chiller Amendment 08 200917.pdf

Harrell Design Group, PC

AMENDMENT 08

SEPTEMBER 17, 2020

ERIE CHILLER PLANT

Erie VA Medical Center HDG Project Number: 14016

I. DRAWINGS: The following drawings are revised as follows:

A. GI001 Cover Sheet

B. AD101 Demolition Plan—Building 7

C. AD102 Demolition Plans—Building 7

D. AD200 Demo Exterior Elevations—Building 7

E. AE101 Basement Floor Plan—Building 7

F. AE102 First Floor Plan—Building 7

G. AE105 Roof Plan—Building 7—Cooling Towers

H. AE201 Exterior Elevations—Building 7

I. AE301 Building Sections—Building 7

J. MD102 Building 7—First Floor Demolition Plan

K. EP104 Building 7—Low Roof Electrical Plan

L. EY101 Basement Floor Plan—Systems

M. EY102 First Floor Plan - Systems

II. SPECIFICATIONS:

A. Section 08 80 00 Insulated Translucent Fiberglass Sandwich Panel Wall System with

Enhanced Protection: Add Alternate 1 (newly issued, in its entirety).

B. Section 01 00 00 General Conditions: Under Article 1.3 Statement of Bid Item(s), add the following:

“B. ITEM II, ADD ALTERNATE: Replace Building 7’s west wall existing insulated translucent fiberglass sandwich wall panel system in its entirety with new system conforming to spec section 08 80 00.”

C. Section 00 01 00 Table of Contents: Under Division 8—Openings, add the following:

“08 80 00 Insulated Translucent Fiberglass Sandwich Panel Wall System with Enhanced

Protection: Add Alternate 1, 10-15.”

D. Section 08 71 00 Door Hardware: Under article 3.5, insert the following:

HW-SH-3F

Each [AC, RR, EL, REX, DPS] Door to Have: RATED

1 Continuous Transfer Hinge x INTEGRAL HINGE GUARD CHANNEL

X ADJUSTA-SCREWS x 4-THRUWIRE TRANSFER x

IN-HINGE ACCESS PANEL

1 Electrified Lock F13-MOD x RIGID OUTSIDE LEVER X NO INSIDE

TURN X KEY RETRACTS LATCHBOLT AND

DEADBOLT (E01-REX, E06) 24VDC

1 Power Supply REGULATED, FILTERED, 24VDC, AMPERAGE

AS REQUIRED

1 Closer C02011/C02021

1 Armor Plate J101 x 1.275 MM (0.050 INCH) THICKNESS

1 Edge Guard (@ Wood Doors) J208M / J211 (VERIFY), CUT: HARDWARE

1 Floor Stop L02121 x 3 FASTENERS

1 Set Self-Adhesive Seals R0Y154

1 Alarm Contact

120VAC POWER, CONDUIT, AND WIRING BY DIVISION 26.

CARD READERS BY DIVISION 28.

HW-SH-3G

Each [AC, RR, EL, REX, DPS] Door to Have: RATED

1 Continuous Transfer Hinge x INTEGRAL HINGE GUARD CHANNEL

X ADJUSTA-SCREWS x 4-THRUWIRE TRANSFER x

IN-HINGE ACCESS PANEL

1 Electrified Lock F13-MOD x RIGID OUTSIDE LEVER X NO INSIDE

TURN X KEY RETRACTS LATCHBOLT AND

DEADBOLT (E01-REX, E06) 24VDC

1 Power Supply REGULATED, FILTERED, 24VDC, AMPERAGE

AS REQUIRED

1 Closer C02011/C02021

1 Armor Plate J101 x 1.275 MM (0.050 INCH) THICKNESS

1 Edge Guard (@ Wood Doors) J208M / J211 (VERIFY), CUT: HARDWARE

1 Floor Stop L02121 x 3 FASTENERS

1 Threshold J32300 x 57 MM WIDTH (2-1/4 INCHES)

1 Set Self-Adhesive Seals R0Y154

1 Alarm Contact

120VAC POWER, CONDUIT, AND WIRING BY DIVISION 26.

CARD READERS BY DIVISION 28.

END OF AMENDMENT 08

DEPARTMENT OF VETERANS AFFAIRS

PROJECT LOCATION

ERIE VA MEDICAL CENTER

135 EAST 38TH STREET

ERIE, PA 16504

79 90

LAKE

ERIE

LAKE

ERIE

W38th ST

OLD FRENCH

RD

GI001 COVER SHEET

GI002 PHASING PLANS

GI003 PHASING PLANS

GI004 PHASING PLANS

GI005 LIFE SAFETY PLANS - BUILDING 7

GC001 ICRA CLASS LEGEND

GC151 BUILDING 1 - ICRA FIRST FLOOR PLAN

GC152 BUILDING 1 - ICRA SECOND FLOOR PLAN

GC153 BUILDING 1 - ICRA THIRD FLOOR PLAN

GC154 BUILDING 1 - ICRA FOURTH FLOOR PLAN

GC155 BUILDING 1 - ICRA FIFTH AND SIXTH FLOOR PLANS

GC156 BUILDING 1 - ICRA SEVENTH AND EIGHTH FLOOR PLANS

HA101 HAZARDOUS ABATEMENT PLAN - BUILDING 7

HA151 HAZARDOUS ABATEMENT FIRST FLOOR PLAN - BUILDING 1

HA152 HAZARDOUS ABATEMENT SECOND FLOOR PLAN - BUILDING 1

HA153 HAZARDOUS ABATEMENT THIRD FLOOR PLAN - BUILDING 1

HA154 HAZARDOUS ABATEMENT FOURTH FLOOR PLAN - BUILDING 1

HA155 HAZARDOUS ABATEMENT FIFTH AND SIXTH FLOOR PLANS -

BUILDING 1

HA156 HAZARDOUS ABATEMENT SEVENTH AND EIGHTH FLOOR PLANS -

BUILDING 1

GS001 TOPOGRAPHIC AND GEOPHYSICAL SUBSURFACE UTILITY

SURVEYS

SS001 STRUCTURAL GENERAL NOTES

SS002 STRUCTURAL GENERAL NOTES

SS003 STRUCTURAL TYPICAL SECTIONS & DETAILS

SS004 STRUCTURAL TYPICAL SECTIONS & DETAILS

SS005 STRUCTURAL TYPICAL SECTIONS & DETAILS

SS101 BASEMENT FLOOR PLAN

SS102 FIRST FLOOR FRAMING PLAN

SS103 CHILLER PLANT ROOF PLAN

SS104 FIRST FLOOR COOLING TOWER PLAN

SS105 COOLING TOWER FRAMING PLAN

SS106 COOLING TOWER SCREEN WALL PLAN

SS107 BUILDING 1 SECOND FLOOR FRAMING PLAN

SS108 BUILDING 1 THIRD FLOOR FRAMING PLAN

SS109 BUILDING 1 FOURTH & EIGHT FLOOR FRAMING PLAN

SS301 FOUNDATION SECTIONS & DETAILS

SS401 FRAMING SECTIONS & DETAILS

SS402 FRAMING SECTIONS & DETAILS

SS403 FRAMING SECTIONS & DETAILS

AE001 MOUNTING HEIGHTS

AE002 LEGEND, SYMBOLS AND WALL TYPES

AE003 ARCHITECTURAL ABBREVIATIONS

AS101 ARCHITECTURAL CAMPUS SITE PLAN

AD101 DEMOLITION PLAN - BUILDING 7

AD102 DEMOLITION PLANS - BUILDING 7

AD200 DEMO EXTERIOR ELEVATIONS - BUILDING 7

AE101 BASEMENT FLOOR PLAN - BUILDING 7

AE102 FIRST FLOOR PLAN - BUILDING 7

AE103 COOLING TOWER PLAN - BUILDING 7

AE104 ROOF PLAN - BUILDING 7

AE105 ROOF PLAN - BUILDING 7 - COOLING TOWERS

AE151 BUILDING 1 - FIRST FLOOR PLAN

AE152 BUILDING 1 - SECOND FLOOR PLAN

AE153 BUILDING 1 - THIRD FLOOR PLAN

AE154 BUILDING 1 - FOURTH FLOOR PLAN

AE155 BUILDING 1 - FIFTH AND SIXTH FLOOR PLANS

AE156 BUILDING 1 - SEVENTH AND EIGHTH FLOOR PLANS

AE201 EXTERIOR ELEVATIONS - BUILDING 7

AE202 EXTERIOR ELEVATIONS BUILDING 1

AE203 EXTERIOR ELEVATIONS BUILDING 1

AE204 SCREENWALL DETAILS

AE301 BUILDING SECTIONS - BUILDING 7

AE302 MECHANICAL CHASE SECTION - BUILDING 1

AE401 WALL SECTIONS

AE501 ROOF STAIR AND GUARDRAIL DETAILS

AE502 ROOF GUARDRAIL DETAILS

AE601 DOOR TYPES, DETAILS, AND ELEVATIONS

FA001 FIRE ALARM MATRIX, RISER, LEGEND AND NOTES

FA101 BASEMENT FLOOR PLAN - FIRE ALARM

FA102 FIRST FLOOR PLAN - FIRE ALARM

FX001 FIRE SPRINKLER LEGEND, NOTES AND DETAILS

FX101 BASEMENT FLOOR FIRE SPRINKLER PLAN

FX102 FIRST FLOOR FIRE SPRINKLER PLAN

P001 PLUMBING LEGEND, NOTES AND SCHEDULES

PD101 BASEMENT FLOOR PLUMBING PLAN - WASTE DEMOLITION

PD102 FIRST FLOOR PLUMBING PLAN - WASTE DEMOLITION

PD103 BASEMENT FLOOR PLUMBING PLAN - SUPPLY DEMOLITION

PD104 FIRST FLOOR PLUMBING PLAN - SUPPLY DEMOLITION

PL101 BASEMENT FLOOR PLUMBING PLAN - WASTE

PL102 FIRST FLOOR PLUMBING PLAN - WASTE

PP101 BASEMENT FLOOR PLUMBING PLAN - SUPPLY

PP102 FIRST FLOOR PLUMBING PLAN - SUPPLY

P501 PLUMBING DETAILS

M001 MECHANICAL LEGEND AND GENERAL NOTES

MD101 BUILDING 7 - BASEMENT FLOOR DEMOLITION PLAN

MD102 BUILDING 7 - FIRST FLOOR DEMOLITION PLAN

MD103 BUILDING 7 - MEZZANINE DEMOLITION PLAN

MS100 SITE PLAN - DEMOLITION

MS101 SITE PLAN - CHILLED WATER

MS102 CHILLED WATER SITE PROFILE

MP101 BUILDING 7 - BASEMENT FLOOR PLAN

MP102 BUILDING 7 - FIRST FLOOR PLAN (LOWER)

MP103 BUILDING 7 - FIRST FLOOR PLAN (UPPER)

MP104 BUILDING 7 - LOW ROOF PLAN

MP105 BUILDING 7 - HIGH ROOF PLAN

MP151 EXISTING BUILDING 1 - FIRST FLOOR CHILLED WATER

MP152 EXISTING BUILDING 1 - SECOND FLOOR CHILLED WATER

MP153 EXISTING BUILDING 1 - THIRD FLOOR CHILLED WATER

MP154 EXISTING BUILDING 1 - FOURTH FLOOR CHILLED WATER

MP155 EXISTING BUILDING 1 - FIFTH AND SIXTH FLOOR CHILLED WATER

MP156 EXISTING BUILDING 1 - SEVENTH AND EIGHTH FLOOR CHILLED

WATER

MP301 SECTIONS

MP302 SECTIONS AND ELEVATIONS

MP401 ENLARGED PLANS

MP402 ENLARGED PLANS

MP501 DETAILS

MP502 DETAILS

MP503 DETAILS

MP504 DETAILS

MP601 SCHEDULES

MP602 SCHEDULES

MP701 CHILLED WATER FLOW AND CONTROL DIAGRAMS

MP702 CHILLED WATER FLOW AND CONTROL DIAGRAMS

MP703 CONTROLS

MP704 CONTROL POINTS

MP705 CONTROL POINTS

E001 ELECTRICAL NOTES, SCHEDULES AND SYMBOLS

E002 LIGHTING FIXTURE SCHEDULE AND NOTES

ED101 DEMOLITION PLANS - BUILDING 7 - ELECTRICAL

ES101 SITE PLAN - ELECTRICAL

EL101 BASEMENT FLOOR PLAN - LIGHTING

EL102 FIRST FLOOR PLAN - LIGHTING

EL103 ROOF PLAN - LIGHTING

EP101 BASEMENT FLOOR PLAN - POWER AND SYSTEMS

EP102 FIRST FLOOR PLAN - POWER AND SYSTEMS

EP103 ROOF PLAN - POWER

EP104 BUILDING 7 - LOW ROOF ELECTRICAL PLAN

EY101 BASEMENT FLOOR PLAN - SYSTEMS

EY102 FIRST FLOOR PLAN - SYSTEMS

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E503 ELECTRICAL DETAILS

E601 SWITCHGEAR BLDG ONE-LINE DIAGRAMS

E602 POWER RISER DIAGRAM

E701 PANELBOARD SCHEDULES

E702 PANELBOARD SCHEDULES

E801 EQUIPMENT CONNECTION SCHEDULES

PHASE 1

BUILDING APHASE 1

BUILDING B

PHASE 2

BUILDING A

PHASE 2

BUILDING B

PROPOSED

PARKING STRUCTURE

(NIC)

PROPERTY LINE

PR

OP

ER

TY

LIN

E

EXISTING BUILDING 1

EXISTING BUILDING 12

EXISTING

SWITCHGEAR

BUILDINGEXISTING BUILDING 9

EXISTING BUILDING 6

EXISTING BUILDING 7

EXISTING RESERVE CENTER

PROPERTY LINE

PR

OP

ER

TY

LI

NE

PROPERTY LINE

PR

OP

ER

TY

LIN

E

BOILER BUILDING

COVERED

SHELTER

NEW PROPOSED CHILLER

PLANT BUILDING

IT IS THE INTENT OF THIS PROJECT IS TO PROVIDE NECESSARY ALTERATIONS AND NEW CONSTRUCTION FOR THE INSTALLATION OF THE NEW CENTRAL CHILLED WATER PLANT. THE NEW CENTRAL CHILLED WATER PLANT WILL PROVIDE CHILLED WATER SERVICE TO THE EXISTING AIR HANDLERS THAT ARE CURRENTLY SERVED BY AIR COOLED CHILLERS. A NEW CHILLED WATER RISER WILL CONNECT TO THE EXISTING PIPING AT THE AIR HANDLING UNITS. THE EXISTING AIR COOLED CHILLERS AND ASSOCIATED PUMPS AND DEVICES WILL BE REMOVED AND DISCARDED. THE DESIGN PRESERVES THE CRITICAL CONTINUOUS CHILLED WATER SERVICE TO THE HOSPITAL FOR ALL AREAS CURRENTLY SERVED BY CHILLED WATER. EMERGENCY POWER WILL BE PROVIDED TO SUSTAIN CHILLED WATER SERVICE THROUGH POWER FAILURES.

WORK INCLUDES, BUT IS NOT LIMITED TO HOSPITAL AREAS, AS FOLLOWS:

1. BUILDING 7: GUT AND UPFIT OF BUILDING INTERIOR, INCLUDING LEAD PAINT ABATEMENT, ASBESTOS ABATEMENT, PAINTING ALL INTERIOR

SURFACES EXCEPT FOR EXPOSED BRICK, INSTALLING NEW FLOOR DRAINS, INSTALLING NEW MECHANICAL, PLUMBING AND ELECTRICAL

EQUIPMENT, AND INSTALLING NEW STRUCTURAL ELEMENTS TO SUPPORT NEW WORK.

2. SITE WORK: GRADING, RESURFACING AND RE-STRIPING PARKING LOTS, UNDERGROUND PIPING, AND OTHER WORK IN SUPPORT OF CHILLED

WATER PIPE INSTALLATION.

3. BUILDING 1: INSTALLATION OF NEW CHILLED WATER PIPES, EXTERIOR SCREENING, INTERIOR UPFIT WORK IN SUPPORT OF PIPE INSTALLATION, ASBESTOS ABATEMENT.

1. ADD ALTERNATE 1: REPLACE EXISTING PLASTIC GLAZING / ALUMINUM FRAME WINDOW SYSTEM IN KIND WITH NEW PLASTIC GLAZING /

ALUMINUM FRAME SYSTEM.

1. GC TO ANTICIPATE AND PLAN FOR WINTER CONSTRUCTION CONDITIONS IN ERIE, PA. WORK STOPPAGES FOR WINTER CONDITIONS ARE

DISALLOWED.

2. GOVERNMENT IS CONDUCTING SEPARATE PROJECT TO RELOCATE SURGE TANK. GC MUST MAINTAIN EXISTING TANK, PUMP AND OTHER RELATED APPURTENANCES AS SHOWN ON PLANS UNTIL THE SEPARATE PROJECT TO RELOCATE THE TANK IS AWARDED. BOTH PROJECTS

MUST COORDINATE THEIR WORK ACTIVITIES.

3. REFER TO VA-PROVIDED SKETCH TITLED SK-0810 FOR REVISIONS TO HOSPITAL'S CONTROLS COMPRESSORS AND SUPPORTING EQUIPMENT.

COVER SHEET

GI001

ERIE VAMC

FULLY SPRINKLERED

CENTRAL CHILLED

CD-8 FINAL DOCUMENTS

562-14-5705

August 8, 2019

WATER PLANT DESIGN

7H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

U.S. Department of Veterans Affairs

U .S

. D ep ar tm en t of V et er an s

Af fa irs

1, 7

Jonathan M. Carr, AIA, NCARB, CDT

2020.09.17 14:21:28 -04'00'

DEMOLITION PLAN -

BUILDING 7

AD101

ERIE VAMC

FULLY SPRINKLERED

CENTRAL CHILLED

CD-8 FINAL DOCUMENTS

562-14-5705

August 8, 2019

WATER PLANT DESIGN

7H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

U.S. Department of Veterans Affairs

U .S

. D ep ar tm en t of V et er an s

Af fa irs

2020.09.17 14:54:47 -04'00'

2020.09.17 15:06:06 -04'00'

DEMO EXTERIOR

ELEVATIONS -

BUILDING 7

AD200

ERIE VAMC

FULLY SPRINKLERED

CENTRAL CHILLED

CD-8 FINAL DOCUMENTS

562-14-5705

August 8, 2019

WATER PLANT DESIGN

7H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

U.S. Department of Veterans Affairs

U .S

. D ep ar tm en t of V et er an s

Af fa irs

2020.09.17 14:54:19 -04'00'

BASEMENT FLOOR

PLAN -

BUILDING 7

AE101

ERIE VAMC

FULLY SPRINKLERED

CENTRAL CHILLED

CD-8 FINAL DOCUMENTS

562-14-5705

August 8, 2019

WATER PLANT DESIGN

7H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

U.S. Department of Veterans Affairs

U .S

. D ep ar tm en t of V et er an s

Af fa irs

2020.09.17 14:53:49 -04'00'

2020.09.17 15:05:12 -04'00'

2020.09.17 15:04:44 -04'00'

EXTERIOR ELEVATIONS

- BUILDING 7

AE201

ERIE VAMC

FULLY SPRINKLERED

CENTRAL CHILLED

CD-8 FINAL DOCUMENTS

562-14-5705

August 8, 2019

WATER PLANT DESIGN

7H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

U.S. Department of Veterans Affairs

U .S

. D ep ar tm en t of V et er an s

Af fa irs

2020.09.17 14:23:49 -04'00'

BUILDING SECTIONS -

BUILDING 7

AE301

ERIE VAMC

FULLY SPRINKLERED

CENTRAL CHILLED

CD-8 FINAL DOCUMENTS

562-14-5705

August 8, 2019

WATER PLANT DESIGN

7H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

U.S. Department of Veterans Affairs

U .S

. D ep ar tm en t of V et er an s

Af fa irs

2020.09.17 14:23:15 -04'00'

BUILDING 7-

FIRST FLOOR

DEMOLITION PLAN

MD102

HDG PROJECT: 14016

ERIE VAMC

135 EAST 38TH STREET

ERIE, PA 16504-1559

No. Description Date

1 2 3 4 5

Recommended Approvals:

1. MEDICAL DIRECTOR

2. ASSOCIATE DIRECTOR

3. CHIEF OF STAFF

4. ASSOC. DIRECTOR

5. SERVICE LINE MGRS.

6. OPERATIONS SERVICE LINE MANAGER

7. INFECTION CONTROL MANAGER

8. SAFETY MANAGER

9. GENERAL ENGINEER

10. COR

Drawing Title:Seal:

FULLY SPRINKLERED

Architect / Engineer Address: Project Title: Date:

Project Number:

Drawing No. :Drawn:

Checked: Reviewed:

Building Number: File Name:

Const. Contract No. :

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

CENTRAL CHILLED

CD-8 FINAL DOCUMENTS

562-14-5705

August 8, 2019

WATER PLANT DESIGN

FIRST FLOOR FFE: 860.0'

BUILDING 7

A

B

C

D

E

1 2 3 4 5 6

7H A R R E L L D E S I G N G R O U P , P C

Douglas D. Munnell, PE

2020.09.17 14:13:51 -04'00'

John G. Ross, PE

2020.09.17 15:11:41 -04'00'

2020.09.17 15:13:18 -04'00'

2020.09.17 15:14:18 -04'00'

10-01-15

08 80 00 - 1

SECTION 08 80 00

INSULATED TRANSLUCENT FIBERGLASS SANDWICH PANEL WALL SYSTEM WITH ENHANCED

PROTECTION: ADD ALTERNATE 1

PART 1 - GENERAL

1.1 DESCRIPTION:

A. Section includes the insulated translucent sandwich panel system and accessories as shown and specified. Work includes providing and installing:

1. Flat factory prefabricated structural insulated translucent sandwich panels.

2. Aluminum installation system.

3. Aluminum sill flashing.

B. The basis of design for this specification is for products manufactured by Kalwall Corporation. Model is 4” Insulated Translucent Fiberglass

Sandwich Panel Wall System for Windborne Debris Resistance (Enhanced

Protection) in Thermally Broken Frame.

C. Kalwall Corporation, Tel: (800) 258-9777 – Fax: (603) 627-7905 – Email:

info@kalwall.com

1.2 RELATED WORK:

A. Section 07 92 00, Joint Sealants.

B. Section 07 60 00, Flashing and Sheet Metal.

C. Section 07 84 00, Firestopping.

1.3 LABELS:

A. Temporary labels:

1. Provide temporary label on each light of plastic material identifying manufacturer or brand and glass type, quality and nominal thickness.

2. Label in accordance with NFRC label requirements.

3. Temporary labels are to remain intact until plastic material is approved by Contracting Officer Representative (COR).

B. Permanent labels:

1. Locate in corner for each pane.

2. Bullet resistance plastic assemblies:

a. Bullet resistance glass or plastic assemblies in accordance with

UL 752 requirements for power rating specified.

b. Identify each security glazing permanently with glazing manufacturer's name, date of manufacture, product number, and DOS

08 80 00 - 2

Code number inconspicuously located in lower corner on protective side and visible after glazing is framed.

c. The "attack (threat) side" is to be identified in bold lettering on each side of glazing with removable label.

1.4 PERFORMANCE REQUIREMENTS:

A. General: Design glazing system consistent with guidance and practices presented in the GANA Glazing Manual, GANA Laminated Glazing Manual, and GANA Sealant Manual, as applicable to project. Installed glazing is to withstand applied loads, thermal stresses, thermal movements, building movements, permitted tolerances, and combinations of these conditions without failure, including loss or glass breakage attributable to defective manufacture, fabrication, or installation;

failure of sealants or gaskets to remain watertight and airtight;

deterioration of glazing materials; unsafe engagement of the framing system; deflections beyond specified limits; or other defects in construction.

B. Glazing Unit Design: Design glass, including engineering analysis meeting requirements of authorities having jurisdiction. Thicknesses listed are minimum. Coordinate thicknesses with framing system manufacturers.

1. Design glass in accordance with ASTM E1300, and for conditions beyond the scope of ASTM E1300, by a properly substantiated structural analysis.

2. Design Wind Pressures: In accordance with ASCE 7-10 and in accordance with applicable code.

3. Wind Design Data: As indicated on construction documents.

4. Maximum Lateral Deflection: For glass supported on all four edges, limit center-of-glass deflection at design wind pressure to not more than the structural capacity of the glazing unit, the threshold at which frame engagement is no longer safely assured, 1/100 times the short-side length, or 19 mm (0.75 inch), whichever is less.

C. Ballistic- and Blast- resistant glass or plastic glazing assemblies:

1. For blast-resistant and ballistic-resistant units comply with requirements in UFC 4-010-01, Physical Security Design Manual for VA

Facilities, and project-specific criteria provided by VA.

2. Spall Resistance: Laminated glazing is not permitted to produce spall to interior (protected side) when impacted with scheduled ballistics.

08 80 00 - 3

3. Tolerances:

a. Outside dimensions: Overall outside dimensions (height and width) of laminated security glazing is to maintain tolerance of ± 3 mm

(+ 0.12 inch).

b. Warpage: Out-of-flat (warpage or bowing) condition of laminates is not to exceed 2.5 mm per lineal meter (0.10 inch per

3.3 lineal foot). The condition, if present, is to be localized to extent not greater than 0.75 mm (0.03 inch) for any 0.3 meter

(0.98 feet) section.

D. Building Enclosure Vapor Retarder and Air Barrier:

1. Utilize the inner pane of multiple pane sealed units for the continuity of the air barrier and vapor retarder seal.

2. Maintain a continuous air barrier and vapor retarder throughout the glazed assembly from glass pane to heel bead of glazing sealant.

1.5 SUBMITTALS:

A. In accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND

SAMPLES.

B. Submit manufacturer’s product data. Include construction details, material descriptions, profiles and finishes of components.

C. Submit shop drawings. Include elevations and details

D. Submit manufacturer's color charts showing the full range of colors available for factory-finished aluminum.

1. When requested, submit samples for each exposed finish required, in same thickness and material indicated for the work and in size indicated below. If finishes involve normal color variations, include sample sets consisting of two or more units showing the full range of variations expected.

a. Sandwich panels: 14” x 28” units

b. Factory finished aluminum: 5” long sections

E. Submit Installer Certificate, signed by installer, certifying compliance with project qualification requirements.

F. Submit product reports from a qualified independent testing agency indicating each type and class of panel system complies with the project performance requirements, based on comprehensive testing of current products. Previously completed reports will be acceptable if for current manufacturer and indicative of products used on this project.

1. Reports required are:

08 80 00 - 4

a. International Building Code Evaluation Report

b. Flame Spread and Smoke Developed (UL 723) – Submit UL Card

c. Burn Extent (ASTM D 635)

d. Color Difference (ASTM D 2244)

e. Impact Strength (UL 972)

f. Bond Tensile Strength (ASTM C 297 after aging by ASTM D 1037)

g. Bond Shear Strength (ASTM D 1002)

h. Beam Bending Strength (ASTM E 72)

i. Insulation U-Factor (NFRC 100)

j. NFRC System U-Factor Certification (NFRC 700)

k. Solar Heat Gain Coefficient (NFRC or Calculations)

l. Condensation Resistance Factor (AAMA 1503)

m. Air Leakage (ASTM E 283)

n. Structural Performance (ASTM E 330)

o. Water Penetration (ASTM E 331)

p. 1200°F Fire Resistance (SWRI)

q. ASTM E1886/1996 or TAS 201, 202 and 203

1.6 DELIVERY, STORAGE AND HANDLING:

A. Delivery: Schedule delivery to coincide with glazing schedules so minimum handling of crates is required. Do not open crates except as required for inspection for shipping damage.

B. Storage: Store cases according to printed instructions on case, in areas least subject to traffic or falling objects. Keep storage area clean and dry. Store panels on the long edge; several inches above the ground, blocked and under cover in accordance with manufacturer's storage and handling instructions.

C. Handling: Unpack cases following printed instructions on case. Stack individual windows on edge leaned slightly against upright supports with separators between each.

D. Protect laminated security glazing units against face and edge damage during entire sequence of fabrication, handling, and delivery to installation location. Provide protective covering on exposed faces of glazing plastics, and mark inside as "INTERIOR FACE" or "PROTECTED

FACE":

1. Treat security glazing as fragile merchandise, and packaged and shipped in export wood cases with width end in upright position and blocked together in a mass. Storage and handling to comply with

08 80 00 - 5 manufacturer's directions and as required to prevent edge damage or other damage to glazing resulting from effects of moisture, condensation, temperature changes, direct exposure to sun, other environmental conditions, and contact with chemical solvents.

2. Protect sealed-air-space insulating glazing units from exposure to abnormal pressure changes, as could result from substantial changes in altitude during delivery by air freight. Provide temporary breather tubes which do not nullify applicable warranties on hermetic seals.

3. Temporary protections: The glass front and polycarbonate back of glazing are to be temporarily protected with compatible, peelable, heat-resistant film which will be peeled for inspections and re-applied and finally removed after doors and windows are installed at destination. Since many adhesives will attack polycarbonate, the film used on exposed polycarbonate surfaces is to be approved and applied by manufacturer.

4. Edge protection: To cushion and protect glass clad, and polycarbonate edges from contamination or foreign matter, the four (4) edges are to be sealed the depth of glazing with continuous standard-thickness thermoplastic rubber tape. Alternatively, continuous channel shaped extrusion of thermoplastic rubber are to be used, with flanges extending into face sides of glazing.

5. Protect "Constant Temperature" units including every unit where glass sheet is directly laminated to or directly sealed with metal-tube type spacer bar to polycarbonate sheet, from exposures to ambient temperatures outside the range of 16 to 24 degrees C (60 to

75 degrees F), during the fabricating, handling, shipping, storing, installation, and subsequent protection of glazing.

1.7 PROJECT CONDITIONS:

Field Measurements: Field measure openings before ordering tempered glass products to assure for proper fit of field measured products.

1.8 WARRANTY:

A. Construction Warranty: Comply with the FAR clause 52.246-21 “Warranty of Construction”.

B. Manufacturer Warranty: Manufacturer shall warranty their glazing from the date of installation and final acceptance by the Government as follows. Submit manufacturer warranty.

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1. Bullet resistive plastic material to remain visibly clear without discoloration for 10 years.

2. Polycarbonate to remain clear and ultraviolet light stabilized for five (5) years.

3. Insulating plastic to not have more than 6 percent decrease in light transmission and be ultraviolet light stabilized for ten (10) years.

1.9 APPLICABLE PUBLICATIONS:

A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by basic designation only.

B. American Architectural Manufacturers Association (AAMA):

800.....................Test Methods for Sealants

810.1-77................Expanded Cellular Glazing Tape

C. American National Standards Institute (ANSI):

Z97.1-14................Safety Glazing Material Used in

Building - Safety Performance Specifications and Methods of Test

D. American Society of Civil Engineers (ASCE):

7-10....................Wind Load Provisions

E. ASTM International (ASTM):

C542-05(R2011)..........Lock-Strip Gaskets

C716-06.................Installing Lock-Strip Gaskets and Infill

Glazing Materials

C794-10.................Adhesion-in-Peel of Elastomeric Joint Sealants

C864-05(R2011)..........Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers

C920-14a................Elastomeric Joint Sealants

C964-07(R2012)..........Standard Guide for Lock-Strip Gasket Glazing

C1349-10................Standard Specification for Architectural Flat

Glass Clad Polycarbonate

D635-10.................Rate of Burning and/or Extent and Time of

Burning of Self-Supporting Plastic in a

Horizontal Position

D4802-10................Poly (Methyl Methacrylate) Acrylic Plastic

Sheet

E84-14..................Surface Burning Characteristics of Building

Materials

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E119-14.................Standard Test Methods for Fire Test of Building

Construction and Material

E1886-13a...............Standard Test Method for Performance of

Exterior Windows, Curtain Walls, Doors, and

Impact Protective Systems Impacted by

Missile(s) and Exposed to Cyclic Pressure

Differentials

E1996-14a...............Standard Specification for Performance of

Exterior Windows, Curtain Walls, Doors, and

Impact Protective Systems Impacted by Windborne

Debris in Hurricanes

E2190-10................Insulating Glass Unit

F1233-08................Standard Test Method for Security Glazing

Materials and Systems

F1642-12................Test Method for Glazing and Glazing Systems

Subject to Airblast Loadings

E. Code of Federal Regulations (CFR):

16 CFR 1201-10..........Safety Standard for Architectural Glazing

Materials

F. Glass Association of North America (GANA):

2010 Edition............GANA Glazing Manual

2008 Edition............GANA Sealant Manual

2009 Edition............GANA Laminated Glazing Reference Manual

2010 Edition............GANA Protective Glazing Reference Manual

G. International Code Council (ICC):

IBC.....................International Building Code

H. Insulating Glass Certification Council (IGCC)

I. Insulating Glass Manufacturer Alliance (IGMA):

TB-3001-13..............Guidelines for Sloped Glazing

TM-3000.................North American Glazing Guidelines for Sealed

Insulating Glass Units for Commercial and

Residential Use

J. Intertek Testing Services – Warnock Hersey (ITS-WHI)

K. National Fire Protection Association (NFPA):

80-16...................Fire Doors and Windows

252-12..................Fire Tests of Door Assemblies

257-12..................Standard on Fire Test for Window and Glass

Block Assemblies

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L. National Fenestration Rating Council (NFRC)

M. Safety Glazing Certification Council (SGCC) 2012:

Certified Products Directory (Issued Semi-Annually).

N. Underwriters Laboratories, Inc. (UL):

9-08(R2009).............Fire Tests of Window Assemblies

263-14..................Fire Tests of Building Construction and

Materials

752-11..................Bullet-Resisting Equipment.

O. Unified Facilities Criteria (UFC):

4-010-01-03(R2007)......DOD Minimum Antiterrorism Standards for

Buildings

P. U.S. Veterans Administration:

Physical Security Design Manual for VA Facilities (VAPSDG); Life Safety

Protected

Physical Security Design Manual for VA Facilities (VAPSDG); Mission

Critical Facilities

Architectural Design Manual for VA Facilities (VASDM)

Q. Environmental Protection Agency (EPA):

40 CFR 59(2014).........National Volatile Organic Compound Emission

Standards for Consumer and Commercial Products

1.10 QUALITY ASSURANCE:

A. Manufacturer's Qualifications

1. Material and products shall be manufactured by a company continuously and regularly employed in the manufacture of specified materials for a period of at least ten consecutive years and which can show evidence of those materials being satisfactorily used on at least six projects of similar size, scope and location. At least three of the projects shall have been in successful use for ten years or longer.

2. Panel system must be listed by an ANSI accredited Evaluation

Service, which requires quality control inspections and fire, structural and water infiltration testing of sandwich panel systems by an accredited agency.

3. Quality control inspections shall be conducted at least once each year and shall include manufacturing facilities, sandwich panel components and production sandwich panels for conformance with

AC177 “Translucent Fiberglass Reinforced Plastic (FRP) Faced Panel

Wall, Roof and Skylight Systems” as issued by the ICC-ES.

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B. Installer’s Qualifications: Installation shall be by an experienced installer, which has been in the business of installing specified panel systems for at least two consecutive years and can show evidence of satisfactory completion of projects of similar size, scope and type.

1.11 PERFORMANCE REQUIREMENTS:

A. The manufacturer shall be responsible for the configuration and fabrication of the complete panel system.

1. Include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

2. Standard panel system shall have less than 0.01 cfm/ft² air leakage by ASTM E 283 at 6.24 PSF (50 mph) and no water penetration by ASTM

E 331 at 15 PSF; and structural testing by ASTM E 330.

3. Structural Loads; Provide system capable of handling the following loads:

a. Positive Wind Load: 120 PSF

b. Negative Wind Load: 120 PSF

B. Impact Resistance Performance

1. Translucent panels must be impact-resistant meeting the requirements of an approved impact-resisting standard: ASTM E

1996 and ASTM E 1886 or TAS 201, 202 and 203.

2. Panel System designed to meet Missile Impact Requirements for

Enhanced Protection “D” per ASTM E 1996.

PART 2 - PRODUCT

2.1 PANEL COMPONENTS:

A. Face Sheets

1. Translucent faces: Manufactured from glass fiber reinforced thermoset resins, formulated specifically for architectural use.

a. Thermoplastic (e.g. polycarbonate, acrylic) faces are not acceptable.

b. Face sheets shall not deform, deflect or drip when subjected to fire or flame.

2. Interior face sheets:

a. Flame spread: Underwriters Laboratories (UL) listed, which requires periodic unannounced retesting, with flame spread rating no greater than 50 and smoke developed no greater than 250 when tested in accordance with UL 723.

b. Burn extent by ASTM D 635 shall be no greater than 1”.

3. Exterior face sheets:

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a. Color stability: Full thickness of the exterior face sheet shall not change color more than 3 CIE Units DELTA E by ASTM D 2244 after 5 years outdoor South Florida weathering at 5° facing south, determined by the average of at least three white samples with and without a protective film or coating to ensure long-term color stability. Color stability shall be unaffected by abrasion or scratching.

b. Strength: Exterior face sheet shall be uniform in strength, with panel meeting ASTM E1996 and ASTM E1886 or TAS 201, 202 and 203.

4. Appearance:

a. Exterior face sheets: Smooth .052” thick and white in color.

b. Interior face sheets: Smooth .052” thick and white in color.

c. Face sheets shall not vary more than ± 10% in thickness and be uniform in color.

B. Grid Core

1. Thermally broken composite I-beam grid core shall be of 6005-T5 alloy and temper with provisions for mechanical interlocking of muntin-mullion and perimeter. Width of I-beam shall be no less than

7/16”.

2. I-beam Thermal break: Minimum 2”, thermoset fiberglass composite.

C. Laminate Adhesive:

1. Thermally broken composite I-beam grid core shall be of 6005-T5 alloy and temper with provisions for mechanical interlocking of muntin-mullion and perimeter. Width of I-beam shall be no less than

7/16”. I-beam Thermal break: Minimum 2”, thermoset fiberglass composite.

2.2 PANEL CONSTRUCTION:

A. Provide sandwich panels of flat fiberglass reinforced translucent face sheets laminated to a grid core of mechanically interlocking I-beams.

The adhesive bonding line shall be straight, cover the entire width of the I-beam and have a neat, sharp edge.

1. Thickness: 4”

2. Light transmission: Match Existing %.

3. Solar heat gain coefficient 0.21.

4. Panel U-factor by NFRC certified laboratory: 4” thermally broken grid 0.53.

5. Complete insulated panel system shall have NFRC certified U-factor of 0.53.

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6. Grid pattern: Match Existing.

B. Standard panels shall deflect no more than 1.0” at 30 PSF in 10’ 0” span without a supporting frame by ASTM E 72.

C. Standard panels shall withstand 1200° F fire for minimum one hour without collapse or exterior flaming.

D. Thermally broken panels: Minimum Condensation Resistance Factor of 85 by AAMA 1503 measured on the bond line.

2.3 BATTENS AND PERIMETER CLOSURE SYSTEM:

A. Closure system: Thermally broken extruded aluminum 6063-T6 and 6063-T5 alloy and temper clamp-tite screw type closure system.

B. Sealing tape: Manufacturer's standard, pre-applied to closure system at the factory under controlled conditions.

C. Fasteners: 300 series stainless steel screws for aluminum closures, excluding final fasteners to the building.

D. Finish:

1. Manufacturer's factory applied finish, which meets the performance requirements of AAMA 2604. Color to be selected from manufacturer's standards.

PART 3 - EXECUTION

3.1 EXAMINATION:

A. Verification of Conditions:

1. Examine openings for glass and glazing units; determine they are proper size; plumb; square; and level before installation is started.

2. Verify that glazing openings conform with details, dimensions and tolerances indicated on manufacturer is approved shop drawings.

B. Review for conditions which may adversely affect glass and glazing unit installation, prior to commencement of installation. Do not proceed with installation until unsatisfactory conditions have been corrected.

C. Verify that wash down of adjacent masonry is completed prior to erection of glass and glazing units.

3.2 PREPARATION:

A. For sealant glazing, prepare glazing surfaces in accordance with

GANA Sealant Manual.

B. Determine glazing unit size and edge clearances by measuring the actual unit to receive the glazing.

C. Shop fabricate and cut glass with smooth, straight edges of full size required by openings to provide GANA recommended edge clearances.

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D. Verify that components used are compatible.

E. Clean and dry glazing surfaces.

F. Prime surfaces scheduled to receive sealants, as determined by preconstruction sealant-substrate testing.

G. Metal Protection:

1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose.

2. Where aluminum will contact concrete, masonry or pressure treated wood, protect against corrosion by painting contact surfaces with bituminous paint or method recommended by manufacturer.

3.3 INSTALLATION:

A. Install in accordance with GANA Glazing Manual, GANA Sealant Manual, IGMA TB-3001, and IGMA TM-3000 unless specified otherwise.

B. Glaze in accordance with recommendations of glazing and framing manufacturers, and as required to meet the Performance Test

Requirements specified in other applicable sections of specifications.

C. Set glazing without bending, twisting, or forcing of units.

D. Do not allow glass to rest on or contact any framing member.

E. Plastic:

1. Use dry glazing method.

2. Use only neoprene or EPDM gaskets.

F. Bullet Resisting Material:

1. Glaze as recommended by manufacturer, using glazing material which will permit expansion and contraction of the bullet resistive material in the frame.

2. The polycarbonate surface is not to be cleaned by scraping, razor blade, squeegee, or use of highly alkaline cleaner.

3. At no time is polycarbonate material be exposed to chemical solvents

(benzene, gasoline, acetone, paint thinners) or aromatic hydrocarbons (toluene or xylene), nor should any of these solvents or fumes by used or present in confined area such as a security guard booth.

4. Due care is to be exercised (paint formula, ventilation, protection of polycarbonate) when painting becomes necessary to interiors of rooms of hardline glazed units; exposure to chemical solvents could

08 80 00 - 13 result in irreparable damage to security glazings (delaminations, distortions, cracks, severe stress crazing, air bubbles, etc.).

G. Install the panel system in accordance with the manufacturer's suggested installation recommendations and approved shop drawings.

1. Anchor component parts securely in place by permanent mechanical attachment system.

2. Accommodate thermal and mechanical movements.

3. Set perimeter framing in a full bed of sealant compound, or with joint fillers or gaskets to provide weather-tight construction.

H. Install joint sealants at perimeter joints and within the panel system in accordance with manufacturer's installation instructions.

3.4 REPLACEMENT AND CLEANING:

A. Clean new glass surfaces removing temporary labels, paint spots, and defacement after approval by COR.

B. Replace cracked, broken, and imperfect glass, or glass which has been installed improperly.

C. Leave glass, putty, and other setting material in clean, whole, and acceptable condition.

D. Clean the panel system interior and exterior, immediately after installation. Refer to manufacturer's written recommendations.

3.5 PROTECTION:

A. Protect finished surfaces from damage during erection, and after completion of work. Strippable plastic coatings on colored anodized finish are not acceptable.

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