SECTION 08 39 19 (MasterFormat 2004)
WATERTIGHT DOORS (FLOOD BARRIERS)
PART
1 GENERAL
1.01 SECTION INCLUDES
A. Specialty
custom designed Flood Shields, factory assembled with frame(s)
and hardware, in accordance with documentation.
1. Lift-out Flood Barrier
2. Hinged Flood Barrier
3. Vertical Lift Flood Barrier
4. Horizontal Sliding Flood Barrier
5. Self-closing Flood Wall
6. Pedestrian Flood Door - ADA Compliant
1.02 RELATED
SECTIONS
A. (ADD
APPLICABLE SECTIONS)
B. Alternates: Similar
products of other manufacturers subject to A-E prior approval
and must meet the requirements provided by this specification.
1.03 REFERENCES
A. American
Society for Testing and Materials (ASTM) - ASTM A36 Standard
Specification for Carbon Structural Steel
B. American
Iron and Steel Institute (AISI) - AISI CL 304
C. Aluminum
Association (AA) "Specification for Aluminum Structures",
7th Edition.
D. American
Society of Mechanical Engineers (ASME) - ASME Code Section
VIII, Div. 1, ASME Code Section IX
E. FEMA
Engineering Principles and Practices of Retrofitting Flood-Prone
Residential Structures #114
F. FEMA
Technical Bulletin 3-93 Non-Residential Flood Proofing.
G. American
Society of Civil Engineers (ASCE) - SEI/ASCE 7-02 Minimum
Design Loads for Buildings and Other Structures
H. American
Welding Society Structural Welding Code (AWS) - AWS D1.1,
D1.2
I. Aluminum
Structures: "A Guide to Their Specifications and Design".
J. Flood
Proofing Regulations, U.S. Army Corps of Engineers, EP
1165-2-314, 15 December 1995.
1.04 SYSTEM DESCRIPTION
A. Provide
flood shields, which have been designed and manufactured
to perform under hydrostatic loads (and hydrodynamic or
other loads as specified) to control short-term load pressures
indicated, and perform to manufacturers' criteria. All
water pressure loads and operating loads are transferred
to the building structure. Building structure design,
capacity to accept loads from flood shields, and evaluation
of loads and structure is by others.
1.05 SUBMITTALS
A. General: Provide
submittals in accordance with Conditions of the Contract.
B. (OPTIONAL) Calculations: Submit calculations
approved by a qualified engineer, to verify the flood shield's
ability to withstand the design loading.
C. Shop
Drawings: Provide shop drawings showing layout, profiles,
and product components, including anchorage, hardware,
and finishes. Include dimensional plans, applicable material
specifications, elevations and sections detailing mounting
and connections, and load diagrams.
D. Installation: Provide
installation instructions and drawings detailing installation
procedure.
E. Closeout
Submittals: Provide Operation and Maintenance data to
include methods for maintaining installed products, precautions
against cleaning materials and methods detrimental to finishes
and performance.
1.06 QUALITY ASSURANCE
A. Experience: Manufacturer
must demonstrate a minimum of Five (5) years successful
experience in design and manufacture of similar flood related
closures.
B. Provide
evidence to the effect, including list of installations,
descriptions, name and method of contact shall be provided.
C. Welder
Qualifications: Welders Certified in accordance with American
Welding Society Procedures: AWS-1-GMAW-S, WPS No. B2.004.90
for applicable material used in production of specified
product.
1.07 DELIVER, STORAGE, AND HANDLING
A. Delivery
1. Deliver materials in manufacturer's original, unopened,
undamaged shipping container with identification labels
intact.
B. Storage
1. Store all materials in a dry, controlled area to protect
from elements and damage. If outdoor storage is required,
block materials to store at an incline, to prevent pooling
of any moisture and promote runoff.
2. Do not tarp tightly, as this will entrap moisture. Instead,
tarp materials in a tent-like arrangement, elevated above
the product with open sides to allow airflow.
3. Store all other hardware in a dry controlled environment.
4. For additional questions on delivery, storage, or handling,
contact the manufacturer at (800) 284-0623 or (701) 746-4519
or email to 4psinfo@psdoors.com.
C. Handling
1. Use caution when unloading and handling product to
avoid bending, denting, crushing, or other damage to the
product.
2. When using forklifts, use forks of proper length to
fully support product being moved.
3. Consult drawings or factory for proper lift points.
1.08 WARRANTY
A. Special
Warranty
1. Manufacturer warrants this product and components to
be free from manufacturing defects for a period of One
(1) year from date of shipment.
1.09 MAINTENANCE
A. Routine
inspections and maintenance (Determined by owner).
B. General
housekeeping of Flood Shield immediate area.
C. Immediate
replacement or repair of damaged or missing components.
PART
2 PRODUCTS
2.01 MANUFACTURERS
A. PS Corporation, 4212 Gateway Drive, Grand Forks, ND 58203; Toll
Free (800) 284-0623, Telephone (701) 746-4519, Fax (701)
775-7415, www.flooddoors.com or approved equal, prior approval
required.
B. Substitutions
not permitted.
2.02 PERFORMANCE
A. Products
Details:
1. Special loading: Standard Flood Shields are designed
for hydrostatic loading, and have no additional allowances
included for hydrodynamic loads, wave loads or debris impact
loads. Flood Shields may be designed for hydrodynamic
loads, wave loads, debris impact loads, or other uniform
loads upon request.
2. Sealing Requirements: Flood Shield and gasket design
to provide an effective barrier against short-term high
water situations, to the protection level indicated on
drawings.
3. Model/Trajectory of Operation Options:
a. Model: LO-510 "Lift-Out Flood Shield" (One piece
or multiple panels)
b. Model: HSS-550 "Hinged Swing Flood Shield, Single
Swing"
c. Model: HPS-555 "Hinged Swing Flood Shield, Paired
Swing"
d. Model: VL-580 "Vertical Sliding Flood Shield"
e. Model: HS-560 "Horizontal Sliding Flood Shield"
f. Model: PD-520 "Hinged Pedestrian Flood Door" - ADA
Compliant.
g. Model: SCFW-570 "Self-Closing Flood Wall"
4. Operational Requirement: Latching operable from one
(1) side only (typical).
5. Mounting/Load Transfer: Anchor to existing structure.
Flood Shield designed for specified hydrostatic pressure
(and other loads as specified) and will transfer loads
to adjacent structure. Frames to be cast-in-place or anchored
utilizing mechanical, chemical or other anchor types as
designed. Manufacturer to include all anchors, water-stop,
and sealants, as designed, for bolt-in place applications.
6. Loading Direction Selection:
a. Positive Pressure Loading: (Direction of loading against
flood shield so as to further compress gaskets against
flood shield frame-"seating").
b. Reverse Pressure Loading: (Direction of loading against
flood shield so as to force the flood shield away from
the flood shield frame-"unseating").
7. Material requirements: See Section 2.03 COMPONENTS.
B. Design
Safety Factor for all Flood Shield Models of a minimum
2:1. Based on material yield strengths.
C. Design
Safety Factor for Anchors, minimum of 4:1 for Cast-in-place
(CIP), or minimum of 6:1 for Concrete Masonry Unit (CMU).
D. Provide
rectangular door opening with square corners to facilitate
easy passage.
E. Provide
compression gasket which requires no inflation.
2.03 COMPONENTS
A. Attributes
1. Panel Structure: Flood Shield to be fabricated from
structural or formed steel shapes, ASTM A36; tubing, ASTM-A-500
Grade B, ASTM-A-513; bars, ASTM-A-36, M1020; of appropriate
size and strength, welded construction. Optional materials
include Stainless Steel (304 or 316) or Aluminum (6061).
2. Panel Sheeting: Flood Shield to be sheeted one side
with steel sheeting or plate, Commercial Quality-Low Carbon
ASTM-A-569, ASTM-A-366, ASTM-A-36 welded in place. Optional
materials include Stainless Steel (304 or 316) or Aluminum
(6061).
3. Gaskets to be factory mounted to flood shield assembly. Gaskets
to be compressible rubber type, typically EPDM unless otherwise
noted, and to be field replaceable.
4. Frame to include jamb, head, and sill members for field
locating and installation on structure. Jamb members to
be formed from appropriate gauge steel as required for
the loading, ASTM A36. Optional materials include Stainless
Steel (304 or 316), or Aluminum (6061). Threshold to be
formed from Stainless Steel (304 or 316), Aluminum (6061)
or as referenced in drawings. Frame to be installed as
recommended by manufacturer and in accordance with manufacturer's
installation instructions and drawings.
5. Frame Mounting Hardware includes anchors, sealant,
and water stop, as designed and provided for by manufacturer.
6. Operating Hardware: To be custom sized for the size
and weight of the flood shield and loads. Hardware to
be factory located on jambs and shield panels, as practical. All
loads are transferred to building structure. Latching
hardware to be as indicated on drawings. Flood shield panel
to be factory prepared for applicable latching devices.
7. Finish on all exposed surfaces to be one (1) shop coat
of manufacturer's standard shop primer (S-W Kemflash Primer
E61-R-26), and two (2) coats of Standard Industrial Enamel
(S-W Industrial and Marine Coatings B54 Series) applied
in accordance with manufacturer recommendations and instructions. (Note: Touch
up of finish will be required as scratches will occur during
shipment, handling, and installation. Optional Finish of "Power
Coat" is available. Stainless Steel and Aluminum products
to be mill finish, welds are ground smooth, not polished,
and are factory acid washed, neutralized and rinsed.
8. Labeling. Each flood shield and frame will be individually
identified for matched installation.
9. Instruction Placard: Provide pictorial and written
operation instruction placards on flood shield.
2.04 SOURCE
QUALITY CONTROL
A. Obtain
flood shields assemblies from single manufacturer.
PART
3 EXECUTION
3.01 EXAMINATION
A. Compliance: Comply
with all manufacturer's product data, including installations
instructions, reference drawings, shipping, handling, and
storage instructions, and product carton instructions for
installation.
3.02 INSTALLATION/APPLICATION
A. Flood
Shield Installation
1. Install Flood Shield in accordance with manufacturer's
installation instructions, shop drawings, and details. Frames
shall be installed level, square, plumb, and rigid. Required
tolerances to be no greater than 1/16" variation over entire
length of frame members or sill member.
2. Sealants, water-stop, and grouting to be applied per
product application directions and in accordance with manufacturer's
instructions.
3. Field Grouting to be completed by appropriate personnel,
and in accordance with product application directions and
manufacturer's instructions.
B. Tolerances
1. All dimensional requirements must be in accordance
with manufacturer's installation instructions and shop
drawings.
C. Effectiveness
1. Effectiveness of the sealing capacity will be dependant
upon the proper installation of the flood shield, frame
and sill members, the adjacent structure, the care and
maintenance of the flood shield and gaskets, and the placement/closure
of the flood shield in time of need.
2. Field Testing: Perform visual dry test for gasket
alignment, continuity contact and pre-compression, or construct
temporary water barrier and test installed flood barrier.
3.03 FIELD
QUALITY CONTROL
A. Installation: Product
to be installed using good general construction methods
and practices, in accordance with manufacturer's instructions
and drawings.
B. Field
Tests/Installation Verification:
1. Products to be operated and field verify the sealing
surfaces maintain contact at the correct sealing points.
2. Hinging and latching assemblies operate freely and
correctly.
3. Verify all anchorage is in accordance with manufacture's
installation instructions and applicable data sheets.
3.04 CLEANING
A. Repair
or replace damaged installed products or components.
B. Clean
all sealing surfaces.
C. Touch
up damaged finish.
3.05 PROTECTION
A. Protect
installed product and finish surfaces from damage during
handling, storage, and installation.
B. Protect
installed product and finish surfaces during normal and
general operation.