HomeMy WebLinkAboutProduct Evaluation ReportBUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Product Evaluation Report
Of
JELD-WEN, inc.
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Premium Atlantic Vinyl 3800 Sliding Patio Door
for
Florida Product Approval
Report No. 3087
Current Florida Building Code
Method: 1— A (Certificate)
Category: Exterior Doors
Sub — Category: Sliding Exterior Door Assemblies
Product: Premium Atlantic Hiny13800 Sliding Patio
Door
Material: PVC
Product Dimensions: 142.625"x 79.5"
Prepared For:
JELD-WEN, inc.
s 3737 Lakeport Blvd.
Klamath Falls, OR 97601
Prepared by: .`` �g F.
Hermes F. Norero, P.E. ��.`�Q-�.•••" •• c�
Florida Professional Engineer # 73778 Z ; ' �.� •• ;gyp
Date: 08/11/2014 * 7
Contents: = T T
Evaluation Report Pages 1— 4 lv
Digitally signed by Hermes F. Norero, P.ie,Sst.........
G\47
��``
Reason: I am approving this document �i�IN �'������
Date: 2014.09.1912:31:21-04'00'
Hermes F. Norero, P.E.
Florida No. 73778
14
BUILDING DROPS Date: 0o: 30 7
Report No: 87
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: JELD-WEN, inc.
Product Category: Exterior Doors
Product Sub -Category: Sliding Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Premium Atlantic Vinyl 3800 Sliding Patio Door
(Impact)
142.625" x 79.5"
Scope: .This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc.
based on Method 1a of the State of Florida Product Approval, Department of Business and
Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions NCTL210-3803-1-FBC, signed and sealed by Hermes F. Norero, P.E. (FL #
73778) for specific use parameters.
1
Limits of Use:
�.� 1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
�3. When used in areas requiring wind borne debris protection this product complies with
` •\ Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering.
4. Site conditions that deviate from the details of drawing NC7171.210-3803-1-1713C require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL210-3803-1-FBC for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Date: 08/ 11/2014
Report No: 3087
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
U Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation &
Management Institute (FBC Organization #: QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS.201-94
• TAS 202-94
• TAS 203-94
Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc.
(FBC Organization # TST1589)
Report #: NCTL 210-3803-1, Report Date: 03/01/2012
2. Certification Agency
National Accreditation & Management Institute
(FBC Organization #: CER1773)
4. Material Certification
Miami -Dade RER — Product Control Section NOA
E.I. DUPont.De Nemours & Co., Inc.: SentryGlas Plus Interlayer
3. Material Certification
Miami -Dade RER — Product Control Section NOA
Quanex Building Products, Inc.: PVC Extrusions
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
t, Installation: 1. Approved anchor types and substrates areas follows:
J
Through Frame Installation:
1,1ri 9 - 1F1
Date: 08/11/2014
Report No: 3087
A. For 2x wood buck substrate (min. SG = 0.42), use (2) #12 Wood Screw type installation
anchors per location of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. f c = 3000 psi) or CMU substrate (CMU shall conform to ASTM C90)
where one by (U), non-structural, wood bucking is employed, use (2) 3/16" diameter
ITW Tapcon type concrete screw anchors per location of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
C. For concrete (Min. f c = 3000 psi) or CMU substrate (CMU shall conform to ASTM C90)
where wood bucking is NOT employed, use (2) 3/16" diameter ITW Tapcon type
concrete. screw anchors per location of sufficient length. to achieve minimum
embedment of 1.25" into concrete or masonry.
D. For steel substrate, use (2) #10 Tek Screw type steel frame (min.18ga.) anchors per
location of sufficient length to achieve minimum three threads of penetration beyond
steel structure.
f A. For 2x wood buck substrate (min. SG=0.42), use (1) #10 Wood Screw type installation
f anchor through the frame and (1) #10 Wood Screw type installation anchor through the
nailing fin at each location, each of sufficient length to achieve a minimum embedment
of 1.50" into the wood substrate.
` Refer to Installation Instructions (NCTIL210-3803-1-FBC) for anchor spacing and more details of the
installation requirements.
Design Pressure:
Design Pressure
Positive 65 PSF
Negative 65 PSF
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
13 3/16" O.C.
MAX. THRU FIN 5 1/2"
AND THRU FRAME MAX. FROM
CORNERS
g
N
n
x
c�
W
x
z
O
O
L
DOOR WIDTH (142 5/8" MAX.)
14 1/8"
O.C. MAX.
THRU FIN
AND THRU
FRAME
4 1/2"
MAX. FROM
CORNERS
MIN: EMBEDMENT
\ 1Ft,
Ii• N
MIN DISTANCE
Y
b-p-"—'-`-
FROM EDGE:3/4•
2X WOOD FRAME
MIN. DISTANCE
/
FROM EDGE: 3/4'
MIN. DISTANCE
1/4• MAX
1u• MAx
FROM EDGE: 3/4'
SHIM SPACE
SHIM SPACE
R-
FROM EDGE: 34'
rQ
a� �I 2X WOOD FR,
22 IIII
1.7�n 4.7mm
1 1/2° MIN.
EMBEDMENT
WOOD. FRAME SECTION (TYP) WOOD FRAME SECTION (TYP)
VERTICAL SECTION� � \ HORIZONTAL SECTION
po'.Ei Cod. en.aw'w Nw.e Wom or:+w NOTE, &JM W— Noting fk.9.A Wood OPwrg
TWO, THREE -AND -FOUR -PANEL l�®O[� ❑ S4' MM
SHIM SPACE
CONFIGURATIONS APPROVED 3 MIIy Dss ACE
FROM EDGE:3/4• Max Frame DP RATING IMPACT
MIN WOOL, NCE "� 142 5/8" x 791/2" +65/-65 YES
FROM EOGE: 3/4•
1t1� t 112" MIN. EMBEDMENT
Installation Notes: \General Notes:
1i Seal flange/frame to substrate. 1 The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
Use #10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of 1 theTdopted International Building Code (IBC); the International Residential Code (IRC), the Florida
1/2 into the wood framing. For 2Xwood frame substrate (min. S.G. = 0.42). Bailing Code (FBC) and the industry requirements for the stated conditions.
3. Use (1)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a 2- All glazing shall conform to ASTM E1300.
minimum of 1 1/2" into the wood framing. For 2xwood frame substrate (min. S.G. = 0.42). 3. At minimum, glazing is 4.7mm tempered - 8.8mm airspace - 4.7mm heat strengthened glass - 2.2mm
4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads SGP - 4.7mm heat strengthened glass.
to the structure. The host structure is the responsibility of the architect or engineer record for the 4. Use structural or composite shims where required.
project of installation.
Di itally signed by Hermes F Norero, P.E.
T �`s schedule addresses only the fasteners required to anchor the �r,�1t t t F. t ��i�R ason: l am approving this document
window to achieve the rated design pressure up to the size limitations ��� ES F. ��� Date: 2015.07.1018:30:41-04'00'
noted. It is not intended as a guide to the installation process and does �� •..••• !� PROJECT ENGINEER: DATE:
3737 Lakeport Blvd
not add ess the sealing consideration that may arise in different wall ; • i -- 05/28/2015
`� / O JE+ L,DEN Klamath Falls, OR: 97601
conditio`gs. For the complete installation procedure, see the instructions > t DRAWN ez SCALE:
packaged�uith the window or go to www.jeld-wen.com. D. Vezo NTS Phone: (800) 535-3936
CHECKED BY: TITLE:
1. Goossen
APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door 0)00C
DISCLAIMER: % �,� •'•. C Q OP.' _R/ This drawing and itspi tents are confidential and are to berms ��� ''•e.2 % P RT P O f
reproduced or copied m,whole or in pa drys--d disdosed'to others 0 9 bbb l3
except as authorized by JELD-WEN Inc. sees 8 d,%, 338 IDENTIFIER No, PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 10F 4
ai °�..>,.Ir1 3oo4 NCTL210-3RO3- -FBC Venice. FL �0
10" O.C. MAX.
THRU JAMB -
l DOOR WIDTH (142 5/8" MAX.)
TYPICAL ELEVATION WITH FASTENER 5PACING
TWO, THREE AND FOUR PANEL
CONFIGURATIONS APPROVED
5 1 /8"
IAX. FROM
CORNERS
17 3/16"
O.C. MAX.
THRU
JAMBS
Installation Notes:
1. Seal flange/frame to substrate.
2. Use (2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a
minimum of 1 112" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation,
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
,
not address the sealing consideration that may arise in differentwall
conditions, For the complete installation procedure, see the instructions
packaged with the window or go to
www.jeld-wen.com/resourceslinstallation.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
BOB
``,%S F rr1,11/ //''I
THROUGH FRAME
--INSTALLATION
lit
EMI
MIN. DISI
FROM EDG
MIN. DISI
FROM EDG
Max Frame
I DP RATINGI
IMPACT
142 5/8" x 79 1/2"
1 +65/-65
1 YES
uenerai Notes:
1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of
the adopted International Building Code. (IBC), the International Residential Code (IRC), the. Florida
Building Codes (FBC) and the industry requirements for the stated conditions.
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing is 4.7 mm tempered - 8.8mm airspace- 4.7mm heat strengthened glass - 2.2mm
SGP - 4.7mm heat strengthened glass.
4. Use structural or composite shims where required.
5. Maximum sizes are buck sizes and do not include fin or flange.
sae
PROJECT ENGINEER: DATE: 3737 Lakeport Blvd
07/05/2014 JELD-WNKfamath
oRSCALE:nwN Bv: s�E: Falls, OR. 97601
D. Vezo NTS Phone: (800) 535-3936
CHECKED BY:. TIRE:
J. Kantola
APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door O)M
00 IaMc
20F4
18 5/8. O.C.
I DOOR WIDTH (142 5/8- MAX.) I
TYPICAL ELEVATION 1NITli FASTENER SPACING
TWO, THREE AND FOUR PANEL
CONFIGURATIONS APPROVED
1/8-
FROM
ERS
1/16-
MAX.
iRU
MBS
1/8-
FROM
VVKIILKQ
MM USTAWE
FROM EDGE t V
Installation Notes:
1. Seal flange/frame to substrate.
2, Use (2)-3/16" Tapcon or equivalent fasteners through frame per location with sufficient length to
penetrate a minimum of 1 1/4' into concrete or masonry at each location with a 2112" min. distance
from the edge. For concrete( min, fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM
C90).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the:
window to achieve the rated design pressure up to the size limitations
noted.. It is not intended as a guide to the installation process and does
not address the sealing consideration that may arise in different wall
conditions, For the complete installation procedure, see the instructions
packaged with the window or go to
www,jeld-wen.com/resources/installation.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
,v,S F. Ain_
MM DISTANCE
FROM EDGE t Vi'
22mm
"3.
GLAZING DETAIL
WOOD FRAME SECTION (TYP)
VERTICAL SECTION
q' < 111,4'MM
• d G •. EMWDMEM
MASONRY MM DISTANCE
� FAOM EC6E: z yr
MASONRY INSTALLATION
Max -Frame
DP RATING
IMPACT
142 5/8" x 79 1/2"
+65/-65
YE5
General Notes:
1. The product shown herein is.designed, tested and manufactured to comply with the wind load criteria of
the :adopted International Building Code (IBC), the International Residential Code (IRC), the Florida
Building. Code (FBC) and the industry requirements for the stated conditions.
2. All glazing shall conform to ASTM E1300.
3. At minimum, glazing is 4.7 mm tempered - 8.8mm airspace - 4.7mm heat strengthened glass - 2.2mm
SGP - 4.7mm heat strengthened glass.
4. Use structural or composite shims where required.
5. Maximum sizes are buck sizes and do not include fin or flange.
.,p
7
*^*=
TT
ei�•N6'F•e CP.��
see sW,,�,((��.,�.,. to ssa
PROJECT ENGINEER: DATE: 3]3] Lakeport BIVCt
-- 07/05/2014 JELI�EN DRAWN BY: SCALE: Klamath Falls, OR: 97601
D.Vezo NTS Phone;. (800) 535-3936
CHECKED BY.. TITLE:
J. Kantola
APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door 0)00(
10-3803-
QO 1-1 3-0F 4
18 5/8" O.C. 5 1/8"
MAX. THRU JAMMAX. FROM
I CORNERS
17 3/1.6"
O.C. MAX.
THRU
JAMBS
DOOR WIDTH (142 5/8" MAX.) I CORNERS
TYPICAL ELEVATION WITH FASTENER SPACING
TWO, THREE AND FOUR PANEL
CONFIGURATIONS APPROVED
Installation Notes:
1. Seal flange/frame to substrate.
2. For anchoring into metal framing, use (2)-#10 TEK Self Tapping screws per location with sufficient
length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as
shown in elevations and installation details, Steel substrate min. 18 ga (fy = 33 ksi).
3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads
to the structure. The host structure is the responsibility of the architect or engineer of record for the.
project of installation.
This schedule addresses only the fasteners required to anchor the
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does
not address the sealing consideration that may arise in different wall
conditions. For the complete installation procedure, see the instructions
packaged with the window or go to www.jeld=wen.com.
DISCLAIMER:
This drawing and its contents are confidential and are not to be
reproduced or copied in whole or in part or used or disclosed to others
except as authorized by JELD-WEN Inc.
```11111lliii,q�1''
.F S F. IVn _ �,
2.
3.
4.
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••
APP
O 1
.n
DP.:
j4
-
�r�8ddd31 9e8BiHle 998
IDE
Pipp�it7'
NI
STEEL INSTALLATION
1/4" MAX
SHIM SN
MIX DISTANCE Ull
FROM EDGE; 1/2'
Min, embedment
of three threads
Past frame
18 gauge min .
Steel Stud
MIN DISTANCE
FROM EDGE: 1/2"
FRAME JAMB SECTION (TYP)
HORIZONTAL SECTION
Max Frame DP RATING IMPACT
142.5/8" x 79 1/2" +65/-65 YES
oral Notes:
The product shown herein is designed,. tested and manufactured to.comply with the wind load criteria of
the adopted Intemational,Building Code (IBC); the International Residential Code (IRC),'the Florida
Building Code (FBC) and the industry requirements for the stated conditions.
All glazing shall conform to ASTM E1300.
At minimum, glazing is 4.7 mm tempered - 8.8mm airspace - 4.7mm heat strengthened glass - 2.2mm
SGP - 4.7mm heat strengthened glass.
Use structural or composite shims where required.
3737 Lakeport Blvd
JELDVENKlamPho
�%2015
neh Falls,
(8 NTS 0) 35-3936
Premium Atlantic Vinyl Sliding Patio Door OX)OC
40F4
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI010727.04-R1
04/17/2012
Structural
JELD-WEN
922-1
01/04/2016
To verify that the "Notice of Product Certification" is valid; -please visit www.NAMICertification.com to assure that the
product is active and currently listed. This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NME if any corrections are required to this. document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Premium Atlantic Vinyl
3737 Lakeport Boulevard
3800 Sliding Patio Door (Welded Frame)
Klamath Falls, OR 97601
w/Through Frame & Nail Fin Installation
Configuration: OXXX
Glazing: IG-3/16" Tempered Glass/Laminate-3/16"
Heat Strengthened Glass/0.090" SentryGlas Plus/3/16"
Heat Strengthened Glass
Frame: W-3623mm(142.63") H-2019mm(79.5")
Panel: W-927mm(36.5") H-1953mm(76.88")
SPECIFICATION
xo� PRODUCT RATING
TAS 201/202/203-94
Design Pressure: +65/-65 psf
Large Missile Impact Rated
Water Resistance Test Pressure: 9.75 psf
Product Tested By:
Report No:
Expiration Date:
National Certified Testing L`a oratories; Inc.
NCTL-210-3803-1
February 28, 2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
I
A
I "
I ro
1�'5
Certification of Engineered Flood Openings
FOUNnwT10N FLOOD NR VENiS'
In accordance with NF1P, FEMA Technical Bulletin 9-08 and ASCE/SEI 24-05
�_swerme-
Certification Statement
i hereby certify that the flood vents manufactured by USA Foundation Flood Air Vents (Model No's FO316, FA316, FOAL W, FOAL-B, FAAL, RFPC and RFSS)
are designed in accordance with the requirements of the 2011 NFIB "Flood Insurance Manual' to provide automatic equal -cation of hydrostatic flood loads on exterior
walls by allowing the automatic entry and exit of floodwaters during floods up to and including the base 100-year flood. The flood vents must be installed and sized
" properly as set forth by the requirements below. This certification follows the design requirements and specifications that are established in FEMA Technical Bulletin
1-08 and ASCE/SE124-05.
Design Characteristics
I hereby certify that I have measured the flood vent models listed below. 1 have also calculated the maximum total enclosed area that can be served by each
individual model based on the net area of the opening using the equation taken from ASCE/SEI 24-05, Section 2.6.22 and the following design assumptions listed
below.
Design Assumptions:
1. The rates of rise and fall have been assumed
to be 5 feet per hour.
2. The maximum difference between the exterior
and interior floodwater levels have been
assumed to be 1 foot during base flood
conditions.
3. A factor of safety of 5 has been used in the
design.
Area of Engineered Openings per ASCE 24, Section 2-62.2
A. =(0.0333)[1/c]R(AQ) -> Ae=Ao/[(0.0333)[1/c]R]
Where:
A. =
Total Net Area of Openings Required (in)
0.033 =
Coefficient Corresponding to a Factor of Safety of 5.0 (inz-hdfe)
c =
Opening Coefficient (Non -Dimensional; see ASCE 24. Table 2-2)
R =
Worst Case Rate of Rise and Fall (ft/hr)
A. =
Total Enclosed Area (V)
Maximum Area Coverage in Square Feet per Vent for each Model
Model
Height
(in.)
Width
(m-)
A.
Gn!)
Constant
Grr? hrlfl3)
c
R
(Mr)
A,
(fe)
FO316
7.00
15.50
108.50
0.0330
0A00
5
263
7.00
15.50
108.50
0.0330
0.400
5
263
7.00.
15.50
108.50
0.0330
0.400
5
263
WRFSS
7.00
15.50
108.50
0.0330
OA00
5
263
7.00
15.50
108.50
0.0330
0.400
5
263
7.00
13.75
96.25
0.0330
0.398
5
232
7.00
13.75
9625
0.0330
0.398
5
232
*Note: (A J is the maximum total enclosed area that can be served for each individual model based on the net area of the opening (A,)
This certification will be voided in it's entirety tithe following installation requirements and limitations are not enforced. USA Foundation Flood Air Vents and Conn
Engineering Consultants, Inc. do not recommend cr authorize any modifications to the flood vents and will not be held liable for improper installation or modification of the
flood vents.
'FEMAI NFlP Limitations and Installation Requirements:
1 1. A minimum or two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided.
2. The bottom of all openings shall be no higher than one foot above grade that is Immediately under each opening.
3. Openings may be equipped with screens, louvers, valves or other coverings or devices provided that they permit the automatic entry and exit of floodwaters.
4. It is recommended that openings be reasonably distributed around the perimeter of the enclosed area unless there is dear justification for putting all openings
on just one or two sides (such as in townhouses or buildings set into sloping sites).
�) 5. Where analysis indicates fates of rise and fag greater than 5 feet per hour, the total enclosed area shall be reduced accordingly.
i Title: Jason M. Conn, P.E. President, Conn Engineering Consultants, Inc.
is: 107 N. Bridge SL, Linden, MI 48451
Type: Professional Engineer
FLORIDA
Number 62755
Omer and Installation Address:
e: SAMPLE
am: SAMPLE
State, Zip: SAMPLE
Number. NOTAPPLICABLE
total enclosed area that can be served for EAGH Individual vent SEE TABLE ABOVE
Professional Engineering Seal
Certification Date: 512312014
J
��► GO TO
usafloodairvents.com
to review the details of each product along with your:
• Local code official
- Insurance broker
• Professional architect or engineer
• Surveyor
You will also find FEMA information, Flood Elevation
Certificate, procedures, installation instructions —
and much more. Order online today, vents are in
stock and ready to ship!
Last but not Ieast...Consult your LOCAL CODE
OFFICIAL to determine what you need for
foundation flood venting.
FOUNDATION
aMpArml FLOOD AIR VENTS'
Save Money ...Save Time
56 West Main Street
j Kings Park, NY 11754
800-USA-1993 (800-872-1993)
631-269-1872
www.usafloodairvents.com
STANDARD SIZED FLOOD VENTS
STAINLESS STEEL FLOOD VENT
MODEL FO-316
ROUGH OPENING 81/4"X 161/4"
EACH VENT COVERS 263 SQ. FT.
OF ENCLOSED AREA
f
ALUMINUM FLOOD VENT
MODEL FOAL-(W/B)
ROUGH OPENING 81/4"X 161/4"
EACH VENT COVERS 263 SQ. FT.
OF ENCLOSED AREA
STANDARD SIZED FLOOD Al
STAINLESS STEEL FLOOD AIR I
MODEL FA-316
ROUGH OPENING 81/4"X 161/4"
EACH VENT COVERS 263 SQ. FT.
OF ENCLOSED AREA
ALUMINUM FLOOD AIR VENT
MODEL FAAL-(W/B)
ROUGH OPENING 81/4"X 161/4"
EACH VENT COVERS 263 SQ. FT. i
RETROFIT AND GARAGE DOOR VENTS
STAINLESS STEEL RETROFIT VENT
SINGLE DOOR - MODEL RFSS
ROUGH OPENING 81/4"X 145/8"
EACH VENT COVERS 232 SQ. FT.
OF ENCLOSED AREA
POWDER COAT RETROFIT VENT
SINGLE DOOR - MODEL RFPC
ROUGH OPENING 81/4"X 145/8"
EACH VENT COVERS 232 SQ. FT.
OF ENCLOSED AREA
• Each USA vent can be certified by a state registered professional
engineer as the latest guidelines state in the FEMA TB1-08.
• Our vents are compliant with all FEMA, NFIP and ASCE/SEI 24-05 guide-
lines which are applicable to engineered hydrostatic flood vent openings.
• USA flood vents are made of either powder coated aluminum or
316 alloy stainless steel. The powder coated vents are standard in
white or black. Other colors available upon request as a special order.
I
Most people live where they can properly provide for a family, as well as
enjoy the local environment. As the earth turns, so does the environment
causing weather changes and many times, natural disasters occur because
of these changes.
"WAM" - Water, Air and Mold - situations have to be WAM FACTOR
: factored into a community so that the community can WATER
protect their property from devastation. �*
USA's Foundation Flood Air products are made AAIR
to adhere to flood/air guidelines to assist you M Ma
MILDEW
as a property owner for your "WAM" situations. PROTECTION
USA Foundation Flood Air Vents are designed to provide the equalization
of hydrostatic flood forces on exterior walls by allowing for the automatic
entry and exit of floodwaters.
Not sure which vent you need or how many? We can help. Email us
at info@usafloodairvents.com or call 800-USA-1993 (800-872-1993)
or 631-269-1872 to speak with a USA representative.
USA Foundation Flood Air Vents is a family -owned business. We are proud to say
that our vents are 100% MADE IN THE USA and offer lifetime guarantee.
AFFORDABLY PRICED FOR CONTRACTORS AND HOMEOWNERS
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WHY CHOOSE USA
FOUNDATION FLOOD VENTS
USA Foundation Flood Air Vents were created to fulfill
FEDERAL, STATE and LOCAL code guidelines as set forth by:
• FEMA (Federal Emergency Management Administration)
• NFIP (National Flood Insurance Program)
• ICC (International Code Council)
• ARCHITECTS OR PROFESSIONAL
ENGINEERS designing your flood
or air management project whether
new construction or retrofitting
an existing structure
• INSURANCE BROKERS who determi� .�
F.I.R.M. (Federal Insurance Rate Map) status
• SURVEYORS who establish the B.F.E. (Base Flood Elevation)
for"A ZONE" or "V ZONE" flood prone properties
GET THE RIGHT VENT FOR YOUR VENTING NEEDS!
www.usafloodaervents.con
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FLOOD AIR STAINLESS STEEL MODELS FA-316 & FAAL
FLOOD ONLY STAINLESS STEEL & POWDER COATED MODELS FO-316 & FOAL
FA-316 & FAAL
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Rough Opening Diagram
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FOAL & FO-316
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Block Wall Installation
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Stud Wall Installation
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MODELS: RFPC & RFSS
Rough Opening Diagram
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ao vve5i iviain.-)ueer, Kings I -ark, NY 11754 800-USA-1993 (800-872-1993) - 631-269-1872
Certification of Engineered Flood Openings
A
FLOHM �Vm� In a=ydance wO NFIP, MM Taft=W BOlehn 1-0 ardASCESS 24-05
r Certification Statement
I hwft cwftvwftflood vmft maraffactured by USA Fcmftftn ROW J&Vwft(AoW Nd%- M316, F"lr% RXAj- FAM. RFPC and WSS) we IN P
d.
in acmdarm %atittim mqWmmwftcf UmMli NRP -Road IrmawwoMwamr tcMmaft mftn%aficecpx;FzEffionof Hood loads an mderiorvra0s by
2OW" ffM 8UtQro2rMCWftand GX301800d`&ZtWBdU0ng ROOd, UPtoand mckaffMthe base loolewffood_ T1mficodvats rmr;tbemsWh�dand s1;nWPmper1y
sssMf=thbyftvequ%mrrends below This =t*ca1bnfWW&%2w design eq%&wm4ft and ap=ffi=ftns%Mare estabfisived In FEMATedwicEd Bugatm 1.08
I wWASCEISE324-G5. Design Characteristics =w' used
I hereby GediFy U13t I tow measured the flood Vent models fisted bebw. thavealsocahadaftdthe i - bAW end area Dot can be served by each
WROM Modd baSed an the npt area of ft qwft aft go wFaffion taken from ASCOSS 24a5. Section 2.622 and On fd1mving dedgn assumptions fated
Design Assumption
1. The Was of des and W have been awumed
tobb5faetper how-
2. The dvaodmun BF, beWmen the eVedor
and kdedor toodmter kwab have been
aSMW to be 1 That during hWe ft*d
cwdgwm
& A factor of sdety of 5 has been used in the
design.
Area of Fjq*teamd CpWW per ASCR 24. Section 9 6 9 2
A. = (0-0333)j11clR(A.) -+ As = An I E(0-03=114R
VREW
A. = ToW NdAmaof0Wdr*sRmdrW(M�
Coefficient Cwrespwteq to a Factor ofSafety afrxG f9?4mW)
e= operft Caefficiewd (NW0)m-6Wna% see ASCE24.Tabe 2-2)
R = Word Case Rate of Rae and Fag Oft)
A. = Total Bwksed Area M
fdandinum Area Coverage in Squme
Feet per Vent for each Model
tteodel
Height
(m.)
Wift
CUL)
A.
(in!)
t
004112)
eR
F0416
7.00
I
law
108.50
OAM
0-400
5
263
FA316
15M
�408.50
:.:-.0.409
263
FOAL-W
0.400
262
FGAL-B
Radio- ag
AW3o U
5
263
FOAL-0
0000 s._..:
AW30—,fM
263
FAALAN
7.WgM
262
FAAL43
263
FAAL-6
73M1,
ism
263
RFPC
7.OD
13.75
9625
OAM
0.398
S
232
RFSS
7.OD
13.75
Sri
0.0330
0.398
5
232
'hgzk: (A.)A;Uoamj*mmbWeadowdambmdc=bL-smuedfimrewb&xMidrdjmdW ondivnetarvaorlbe opening (A.)
QwsuftnlsInp- do
ffoadvents and will not be held RMeforinquopw IrtstWhdion airwrKWIfficabon of the
floodventr.
FMWV KRP LImItWom wW InstgWon Req
I- A miri mum oftwo openbms Imbg a toW net area of rat tow gun one swiam inch Iarwery aquae fnot of men. aubiect toftotngdWH bprovided
2- The boWn 91'al operifts GhW be no tdWwUmn one foot above graft ONO Is 4axwx5oldy under arch oPer".
3. Opaungs may becquippedw1h screem Jouvem vaWesor corer coven qp or devises V pemill the nutomabc entryand exitaf0oodvaers-
4. O isreean vended flat openings be reasonably dtsbMtded around the penmeterdthe endosed area tudess there la deerpcshTxaSon for puttbgan Openings
Pat orwarfto MR- (such as to towftusesorbOffinassel Edo durf gsftm).
5. Where anaWsisirttkates rafts dfte arid fag greater Oar 5 feet per how, the bAW endosed area shag be reduced accordinaly-
Design Professional
FraftsSiona Enghwering see
Mane ITBkr SAL93LE
Type: SAMPLE
SAMPLE
UZZIMNIUMber SAMPLE
InsWkdon Address
Ea—omerwdhmUhffonAddre=
SAMPLE
Model Installed
Number SAMPLE
toW encased Hiat cm be served for EACH kxMuEd vent E=