10) Control House Flood Doors - S Fllod Barriers HYDRO1-TECH-DATA-072723.pdf

1Hydro1 Series - Tech Data

Rev072723

TECH-DATA

© 2023 PS Industries® Incorporated. All Rights Reserved.

MODEL: HYDRO1-PD520/PD522 APPROVED/TESTED FLOOD DOOR

SYSTEM HARDWARE: Von Duprin

• Interior: Von Duprin 98/99 series Rim exit device -

(US28 Finish).

• Exterior: Von Duprin 996L Lever, classroom function -

(US26D Finish).

• Closer: TownSteel TDC40 Cush - (AL689 finish).

• Continuous Aluminum Geared Hinge - (Clear Anodized Finish).

• Threshold: Gasket-Free, ADA Compliant - (Aluminum).

• Anchors, sealants, and waterstop provided.

MODEL: HYDRO1-PD525 APPROVED/TESTED FLOOD DOOR SYSTEM

HARDWARE:

• PS Flood Barriers’ 2 Point Wedge Latch

• Continuous Aluminum Geared Hinge - (Clear Anodized Finish).

• Threshold: Gasket-Free, ADA Compliant - (Aluminum).

• Anchors, sealants, and waterstop provided.

These hardware sets have been specifically chosen, tested, and factory improved for flood resistance on the Hydro1, substitutions require manufacturer’s engineering review. Hydro1-PD522 uses fire rated versions of Hydro1-PD520 hardware.

” E

XI

T

DE

VI

CE

HE

IG

HT

Continuous HingeB

B

C

C

A A

PASSIVE FLOOD PROTECTION BARRIER

HANDED:

(LHR, RHR, or PAIRED)

HYDRO1 PEDESTRIAN FLOOD DOOR SYSTEM

SUGGESTED USE:

(INTERIOR or EXTERIOR) Commercial, Health Care, Institutional, Retail, Factory, Warehouse, Government, Transit Authority, or Critical Infrastructure.

IN

SI

DE

F

RA

M

E (D

.O

DO

OR

O

PE

N

IN

G (D

.O

OU

TS

ID

E

FR

AM

E (D

.O

INSIDE FRAME

(D.O. - 2”)

OUTSIDE FRAME

([2x D.O.] + 4”)

DOOR OPENING

(D.O.)

PAIRED

SWINGMullion

OUTSIDE FRAME

(D.O. + 4”)

DOOR OPENING

(D.O.)

INSIDE FRAME

(D.O. - 2”)

SINGLE

SWING

STEEL FLOOD DOOR, FRAME, AND

HARDWARE

VISION LITE OPTIONS:

(Viewable Opening Size Shown)

10”x10” Centered

22”x22” Centered

5”x20” OffsetNone

Positive Water Force Only

Positive Water Force Only

LHR

RHR

- Hydro1-PD520 Flood Door

- Hydro1-PD522 90 Min Fire Rated Flood Door

- Hydro1-PD525 Mechanical Room Flood Door

(Non-Fire Rated only)

/ 16 ”6

3 / 4”

3”1/4” max.

1 1/2”

Anchor Typ.

(provided for CIP or grout-filled CMU Installation)

Proprietary Seal (Not Shown)

JAMB DETAIL

SECTION A-A

6 3/4”

3” 1 / 4” m ax

Drip Edge

Proprietary Seal (Not Shown)HEADER DETAIL

SECTION B-B

2” Nom. Door ThicknessAnchor Typ.

(Black Grout Plug Not Shown)

1/2” 4 9/16”

Proprietary Seal (Not Shown)

THRESHOLD DETAIL

SECTION C-C

Wet-Side

5 / 16 ” D oo r S w in g Cl ea ra nc e

VI

SI

ON

L

IT

E C L

Wet-Side Elevation (RHR Swing Shown)

Flush with Face of Wall

Hydro1 Series - Tech Data2

TECH-DATA

© 2023 PS Industries® Incorporated. All Rights Reserved.

AVAILABLE MATERIAL TYPES AVAILABLE MATERIAL FINISH

DOOR CORE

STRUCTURE 1 TYPE FRAME DOOR SHEETS PRIMER INDUSTRIAL

ENAMEL

No. 2b

(Mill finish) No. 4

(Brushed) No. 6

(Polished)

Mild Steel Commercial Galvanealed 14 Gauge 16 Gauge 1 Coat 2 Coats - - -

Stainless Steel 316 14 Gauge 16 Gauge - - Standard Optional Optional

1 Door panel core is structural tubing of appropriate size and strength with welded and bonded construction. All door panel edges are hemmed.

PERFORMANCE PARAMETERS

1. Passive Barrier or Flood Mitigation Product: A permanent barrier or other flood mitigation product that, after its initial installation, either requires no deployment or requires no human intervention for deployment.

2. Gasket-free threshold and walking surface. Continuous flood seal located on panel perimeter.

3. Energy Efficiency: Door panels are 2-1/8” thick and insulated full depth of cavity with fiberglass batt of R-8 (0.125 U-Value) between structural steel members. Steel structural members size and quantity are engineered to withstand the site-specific flood and impact load requirements. A continuous flood gasket provides full perimeter air and water seal. Independent party testing yields zero (unrecordable) air and water penetration, significantly exceeding exterior door industry standards (TAS 202 test standard).

4. All water pressure loads and operating loads are transferred to the mounting surface.

5. Flood barrier products are designed to be anchored into 8” grout-filled CMU, 3000 psi (min.) 8” CIP, or 3/8” structural steel

(Welded or Drill & Tap). Options available for non-standard wall substrates.

6. Field grout jambs. Grout to be non-metallic, non-shrink type, capable of developing 3000 PSI compressive strength as placed. Grout material is provided by the Installer.

7. Flood protection products are engineered to conform to the design requirements that are based on the latest adopted edition of the International Building Code (IBC), while including the application of the representative load combinations and appropriate equivalent load factor as recommended by the following, but not entirely limited to, applicable referenced standard documents and supplements. ASCE/SEI 7 & 24, FEMA (ref. IBC 2012), AISC, ADM, ACI, and ANSI/FM Approvals 2510-2020.

8. Except as otherwise indicated, requirements for flood barriers, terminology, tolerances, standards for performance and workmanship are those specified as Type 2 Closures in Chapter 7, Section 701.1.2 of U.S. Army Corps of Engineers, EP 1165-2-314, 15 December 1995.

9. These Type 2 Flood Closures/Barriers shall form essentially dry barriers or seals, allowing only slight seepage during the hydrostatic pressure conditions of flooding to the Regulatory Flood Datum (RFD) or the Design Flood Elevation (DFE).

Seepage amounts will vary with conditions encountered. This issue should be addressed by the design professional and usage of sump or bilge type pumps should be used to offset potential water build-up.

10. This product uses compressible seals, which are not dependent on inflation devices.

11. Flood load acts in the direction that forces door panels closed.

FLOOD LOADING CAPACITY OF PRE-ENGINEERED PRODUCT DESIGN3

Door Panel Size

48” Water Protection Height 72” Water Protection Height 96” Water Protection Height MAX WPH1 if HSL1 only

Masonry Wall Anchorage

Welded-in or Z-Frame support2

Masonry Wall Anchorage

Welded-in or Z-Frame support2

Masonry Wall Anchorage

Welded-in or Z-Frame support2

Masonry Wall Anchorage

Welded-in or Z-Frame support2

36” x 84” 505lbs impact 1850lbs impact 325lbs impact 1500lbs impact 150lbs impact 1300lbs impact 115” WPH 134” WPH

48” x 96” 375lbs impact 1100lbs impact 175lbs impact 875lbs impact HSL only 625lbs impact 98” WPH 134” WPH

1 WPH (Water Protection Height). HSL (Hydrostatic Loading).

2 Optional: Z-Frame overlaps face of wall opening to provide structural support to achieve greater flood load capacity.

3 All debris impact forces are applied over a 12” x 12” area and include 8ft/s (79.6psf) hydrodynamic load. Localized bending may occur to sheeting, hardware, hinges, or other surfaces directly exposing to an impacting object but not affect barriers ability to withstand loads. All analysis was performed using applicable ASD and LRFD load factors in accordance with ASCE 7-10 chapter 2 for Non-Coastal flood zones.

Custom Engineered Product Available for specific loading requirements from 0 to 20 ft water height.

3Hydro1 Series - Tech Data

TECH-DATA

© 2023 PS Industries® Incorporated. All Rights Reserved.

INDEPENDENT PARTY VALIDATED HYDROSTATIC PERFORMANCE TESTING

PEDESTRIAN FLOOD DOOR MODEL TESTED WATER

PROTECTION HEIGHT TEST STANDARD1 MAX. ALLOWED LEAKAGE RATE2

(gal/hr/lin. ft of wetted perimeter)4

MAX. TESTED LEAKAGE RATE3

(gal/hr/lin. ft of wetted perimeter)4

Single HYDRO1-PD520/PD522 3 ft ANSI/FM 2510-2020 0.080 0.015

Single HYDRO1-PD520/PD522 20 ft ANSI/FM 2510-2020 0.080 0.004

Paired HYDRO1-PD520/PD522 3 ft ANSI/FM 2510-2020 0.080 0.022

Paired HYDRO1-PD520/PD522 8 ft ANSI/FM 2510-2020 0.080 0.025

1 Testing conducted under factory test conditions. Field conditions and installation tolerances can differ. Always allow for some seepage and condensation from product and adjacent building structure. Testing conducted according to the latest ANSI/FM Approvals 2510-2020 4.3.3 procedure which requires leakage collection at both 10% and 100% max water protection height.

2 The MAX. ALLOWED LEAKAGE RATE is 0.080 gal/hr/lin. ft during ANY 15-minute interval of the 22 hour test duration.

3 The MAX. TESTED LEAKAGE RATE includes all leakage throughout the entire product assembly including hardware and lock-set. Certificates of Testing Performance available.

4 gal/hr/lin. ft of wetted perimeter (Gallons per hour per linear foot of wetted perimeter).

UL10C 90min Fire-Rated Door and Frame:

Intertek Spec-direct ID: 37148 (https://bpdirectory.intertek.com/pages/DLP Search.aspx)

Florida Product Approved:

Intertek Spec-direct ID: 63977 Florida Product Approval#: FL39631 (https://floridabuilding.org/pr/pr app srch.aspx) Miami-Dade County Notification No.: ATIMN 20010

Windstorm Rated:

TEST STANDARDS TEST RATING

TAS 201 / ASTM E1886 / ASTM E1996 Impact Resistance 9 lb @ 50 ft/s

TAS 202 / ASTM E330 Static Pressure Resistance +75 / -65 psf

TAS 203 / ASTM E1886 / ASTM E1996 Cyclic Pressure Resistance +65 / -65 psf

Air Infiltration Rated:

TEST STANDARDS TEST PRESSURE INFILTRATION RATE ALLOWED

TAS 202 / ASTM E283 1.57 psf < 0.05 L/s-m2 1.50 L/s/m2

(0.30 cfm/ft2) max.

TAS 202 / ASTM E283 6.27 psf < 0.05 L/s-m2 Report only

Water Penetration Rated:

TEST STANDARDS TEST PRESSURE RESULTS

TAS 202 / ASTM E331 15 psf No Leakage

Forced Entry Resistance Rated:

TEST STANDARDS RESULTS

TAS 202 / AAMA 1304 Pass, No Entry

HYDRO1 FLOOD DOOR TEST DATA

877.446.1519 4psinfo@psindustries.com | psfloodbarriers.com 1150 South 48th Street | Grand Forks, ND 58201

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