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Product Approval Menu>Product or Application Search>Application List>Application Detail
r. FL# FL15255-R2
Application Type Revision
Code Version 2014
Application Status Applied For
Comments
Archived ❑
Product Manufacturer Trinity Glass International
Address/Phone/Email 33615 1st Way S
Federal Way,WA 98003
(253) 875-7300
andrewn@trinityglass.com
Authorized Signature Andrew Na
andrewn@trinityglass.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Ryan J. King,P.E.
❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL15255 R2 COI Certificate Of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM G155 2004
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15255 R2 Equiv Equivalency Of Standards.odf
Sections from the Code
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Florida Building Code Online Page 2 of 5
Product Approval Method Method 1 Option D
Date Submitted 12/11/2015
Date Validated
Summary of Products
Go to Page Page 1/2
FL# Model, Number or Name Description
15255.1 a.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing
Configuration(X)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.1.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.1 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.1.pdf
additional use limitations,installation instructions and Created by Independent•Third Party:Yes
product particulars.
15255.2 b. Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"
Sidelite or Sidelites-Outswing Continuous Head and Sill
Configurations(OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.2.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.2 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.2.odf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"
Sidelite or Sidelites-Outswing Configurations(OX or XO;
OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.3.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.3 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.3.pdf
additional use limitbtions,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.4 d. Fiberglass Door 68 Double Opaque"Impact" Fiberglass Door with or without
"Impact"Sidelites-Outswing Configurations(XX; OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.4.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.4 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.4.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.5 e.Fiberglass Door 68 Single Glazed"Impact"Fiberglass Door-Outswing
Configuration(X)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.5.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.5 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.5.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.6 f. Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"
Sidelite or Sidelites-Outswing Continuous Head and Sill
Configurations(OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.6.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: Yes Created by Independent Third Party:Yes
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Florida Building Code Online Page 3 of 5
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.6 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.6.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.7 g. Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"
Sidelite or Sidelites-Outswing Configurations(OX or XO;
OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.7.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.7 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.7.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.8 h.Fiberglass Door 6'8 Double Glazed"Impact" Fiberglass Door with or without
"Impact"Sidelites-Outswing Configurations(XX; OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.8.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.8 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.8.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.9 1. Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door-
Outswing/Inswing Configuration(X)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.9.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.9 for Design Pressure Ratings,any FL15255 R2 AE EVAL 15255.9.odf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
15255.10 j. Fiberglass Door 6'8 Single Opaque"Non-Impact"Fiberglass Door with"Non-
Impact"Sidelite or Sidelites-Outswing/Inswing
Continuous Head and Sill Configurations(OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.10.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.10 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.10.pdf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.11 k.Fiberglass Door 6'8 Single Opaque"Non-Impact" Fiberglass Door with"Non-
Impact"Sidelite or Sidelites-Outswin g/Inswing
Configurations(OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.11.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.11 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.11.pdf
any additional use limitations,Installation instructions and Created by Independent Third Party:Yes
product particulars,
15255.12 I. Fiberglass Door 6'8 Double Opaque"Non-Impact"Fiberglass Door with or
without"Non-Impact"Sidelites-Outswing/ Inswing
Configurations(XX; OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FLIS255 R2 II INST 15255.12.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.12 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.12.pdf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.13 m. Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door-Outswing/
Inswing Configuration(X)
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Florida Building Code Online Page 4 of 5
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.13.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.13 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.13.odf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.14 n.Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-
Impact"Sidelite or Sidelites-Outswing/Inswing
Continuous Head and Sill Configurations(OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.14.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.14 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.14.odf
any additional use limitations, Installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.15 o. Fiberglass Door 6'8 Single Glazed"Non-Impact"Fiberglass Door with"Non-
Impact"Sidelite or Sidelites-Outswing/Inswing
Configurations(OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.15.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.15 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.15.odf
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
15255.16 p. Fiberglass Door 6'8 Double Glazed"Non-Impact"Fiberglass Door with or
without"Non-Impact"Sidelites-Outswing/ Inswing
Configurations(XX;OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.16.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.16 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.16.odf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.17 q. Fiberglass Door 8'0 Single Opaque"Non-Impact" Fiberglass Door-
Outswing/Inswing Configuration(X)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.17.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:'No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.17 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.17.odf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15255.18 r.Fiberglass Door 8'0 Single Opaque"Non-Impact" Fiberglass Door with"Non-
impact"Sidelite or Sidelites-Outswing/Inswing
Continuous Head and Sill Configurations(OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.18.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.18 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.18.1)df
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
15255.19 s.Fiberglass Door 8'0 Single Opaque"Non-Impact"Fiberglass Door with"Non-
Impact"Sidelite or Sidelites-Outswing/Inswing
Configurations(OX or XO;OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL152SS R2 II INST 15255.19.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15255.19 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.19.odf
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
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Florida Building Code Online Page 5 of 5
15255.20 t. Fiberglass Door 8'0 Double Opaque"Non-Impact" Fiberglass Door with or
without"Non-Impact"Sidelites-Outswing/Inswing
Configurations(XX; OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL15255 R2 II INST 15255.20.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15255.20 for Design Pressure Ratings, FL15255 R2 AE EVAL 15255.20.Ddf
any additional use limitations, Installation instructions and Created by Independent Third Party:Yes
product particulars.
Go to Page O +� Pagel/2
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Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
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supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
®"-..E ® n;FErk
Credit Card
Safe
IMy�II�i i' III �M��Il�l�i
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R W R W Building Consultants, Inc.
BConsulting and Engineering Services ror the Building Industry
C P.O.Box 230 Valrico,FL 33595 Pltmtc 813.659.9197
Florida Board ol'Proressional Engineers Cerliricate orAuthorization No.9813
Product Evaluation Report Repqrt No.: FL-�5255.5,
I /
Product Sub Category Manufacturer Product Name
Category
Trinity Glass International Glazed Fiberglass
Exterior Swinging
Exterior Door 4621 192nd St.East "Impact"Door
Doors Assemblies Tacoma,Washington 98446 Outswing
Phone 235-875-7300 Facsimile 235-875-7301
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for Trinity Glass International based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product
Approval, Department of Business&Professional Regulation.
r.
RW Building Consultants and Lyndon F.Schmidt,P.E.do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the
FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in
ASTM E1996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15255.5 require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets the water infiltration requirements for"HVHZ".
8. See drawing FL-15255.5 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney, P.E.
TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
TEL 01370051 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
1' TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
2. Miami-Dade NOA Materials Testing
13-0129.27 DuPont PVB Interlayer
3. Drawing No. Prepared by Signed&Sealed by
No.FL-15255.5 RW Building Consultants, Inc. (CA#9813) f'";1r;nxa, n� Lyndon F.Schmidt, P.E.
4. Calculations Prepared by ®a® `+ r:;�, ?�a Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) �,• .�.....;..�.'����� Lyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt, P.E.
5. Quality Assurance ' t1a
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Trinity Glass International is a
manufacturing products within a quality assurance program that complies;;
'
with ISO/IEC 17020 and Guide 53. a STXI-E OF cry Q .• a Q� Lyndon F.Schmidt,P.E.
O P N �:•".,`��"` FL PE No.43409
,eefiLSN •G��C?e�'e 5/1/2015
Sheet 1 of 1 0ad�&l�i�l,rll_
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. INITY GLASS
I N T E R N A F 1 0 N A L c=�iL 'dam
J-• 'GJy:r'd.m n
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37.50-MAx.0.A. 37-V MAX.OA. rlrIP\11
FRAME WIDTH FRAME WIDTH FIBERGLASS
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"IMPACT'DOOR a"A
OUTS WING `°_
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GENERAL NOTES X J o
4
I. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building gw
Code(FBC(structural requirements including the"High Velocity Hurricane Zone"(HVHZ).
o i
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base X
material shall be beyond wall dressing or stucco.
3. When used in the'71VHT'this product complies with Section 1626 of the Florida Building Code and a a
does not require an impact resistant covering.
4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product j
complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This
product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and Section
1609.1.2.2 of the FBC.
R y
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x o
buck masonry construction.
N
6. Site conditions that deviate from the details of this drawing require further engineering analysis by
a licensed engineerorregistered architect. DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE
3
'b 7. This product meets water infiltration requirements for"HVHZ".
` TABLE OF CONTENTS - MAX _ DESIGN PRESSURE.(PSF)• 00
E SHEET# DESCRIPTION , 'FRAME GLASS', '- -
I Typical elevations,design pressures 8 genera notes SWING._-: .DIMENSION :.TYPE .POSITIVE NEGATIVE. -i o
2 Door panel details and giciFing dews OUTSWING -02127112
8G3 G1,G2
3 Door panel deans and glozng details 37,50"x80.75" +60.0 -60.0 _
4 Horizontal cross sections (RECTANGULAR] scut N.T.S. _
s5 Vertical cross sections OUISWING ox'4 rn; JK m
6 Buck an frame anchoring (OVAL) 37.50"xB0.75" G1,G4 +75.0 -75.0 c�Ke<: LFs s
n7 Components onnwuc xo.: d
8 Bill of materials FL-15255.5
.,a I ac 8 0
35.7SMAX. o Jo ryl
PANG W DTH G3 G2 G7 .` N/4
PVC SRIF CAP EXTERIOR LOCK BLOCK PVC STILE CAP '•.IS
21.0' •.'`y'�� m
LVLSTILE /
MAX.D.L.O.
J.
_U:$' * oiQ=in
......
.
I I - 4
- �N:� �
....... �� e
2 1.66' SEE DETAIL INT6210R 0.2"
G---0.32' 1 HORIZONTAL CROSS SECTION 2.48' 1.66^--I
O SEE HARDWARE 2 TOP RAIL E Np S o r a
O m d a
CHART STRUCTURAL LVL/COMP.
RALSILICONE ?LL o
z a POLYURETHANE )TYP.4 PLCS.)SEE
FOAMED FIBERGLASS OPTIONS BELOW A3 S'GVSS BYTE c
�G
�.041TAII
YARN I"OA.THK GLASS
�d
b F TrOREINFORCEMENT I/8"TEMPERED G3 G2 Gl
O GLASS
S� I T AIRSPACE "w+
iDETNL I "� GLASSNSD �ERIOR INTERIORI _0.090"PVB WTERIAYER
FIBERGLASS DUPONT BUTACITE OR CAPSTONE ' aU
1L SKIN RBXI-1/8"SELF z
THREADINGSCREW 118"ANNEALED o0
STRUCTURAL SILICONE GLASS o�
(rYP.4 PlCS.)SEE PVC(ALUM.OR POLYPROPYLENE/ALUM. EXTERIOR INTERIOR o
OPTIONS BELOW
COMBINATION GLAZING SPACER
L• mo
2 A3 .S'GLASS BYTE G2 GLAZING DETAIL Y Y
O7 DOOR PANEL 1"OA.THK GLASS _ .
WI Re tB3 GLASS BYTE
I/8'TEMPERED STRUCTURAL SILICONE
GLASS 1"OA.THK GLASS
. (IYP.4 PLCS.J SEE
—NR SPACE OPTIONS BELOYI F.Y
I lC/B TEMPERED
c LASS
RBX 1-1/8-SELF AIRSPACE z
rt o
o �
119-ANNEALED GLASS THREADINGSCREW �^ �•� -
G I R8X 1-1/8°SELF 0.090'PVB INTERLAYER —1/6 ANNEALED GLASS h
L THREADING SCREW DUPONT BUTACITE OR CAPSTONE +I LVL0.090*' o
y } ALUMINUMLLBUTYL 1/8"ANNEALED GLASS DUPONTUTACITEVB INTERLAYER RAIL
c I SPACER SYSTEM ALUMINUM tL BUM DUPOBUfACITE 3
OR CAPSTONE T„
R GI GLAZING DETAIL SPACER SYSTEM 1/8"ANNEALED GLASS
w
G3 GUIZING DETAIL PVC __ o
1 IS COMPOSITE
r L24• BOTTOM RAIL
-1,02127112
HARDWARE CHART srxF: N.T.S.
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MANUFA RER .-MODEL m
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ANCHOR ANCHOR MIN.- MINT CLEARANCE::MIN:CLEARANCE / H 1XBUCK H 1XBUCK
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26 #9XIA"PFHWS STEEL
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NOTICE OF PRODUCT CERTIFICATION
4', CERTIFICATION NO: N1011478-R1
DATE: 02/26/2013
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
REVISION DATE: 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 NAM/approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN Series"Premium Atlantic Vinyl
3737 Lakeport Boulevard 3800 Bypass" Vinyl Sliding Patio Door
Klamath Falls, OR 97601 w/Fin or Flange Installation
Configuration: OX
Glazing:IG-3/16"Tempered Glass/Laminate-3/16"
Annealed Glass/0.090"DuPont PVB Interlayer/
3/16"Annealed Glass or IG-3/16"Tempered
Glass/Laminate-3/16"Annealed Glass/0.090"DuPont
SGP Interlayer/3/16"Annealed Glass
Frame: W-1817mm(71.50") H-2020mm(79.50")
Panel: W-928mm(36.50") H-19531nni(76.88")
DLO: W-743mm(29.25") H-1772mm(69.75")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: 3113 Pa (65 psf)
Large Missile Impact Rated
Small Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3851-1
Expiration Date: December 31,2020
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
NAIL FIN INSTALLATION
3'MAX. 8.25'O.C.MAX. 3.5'MAX.
FROM THRU NAIL FIN FROM CORNERS
DeRNER3 :V2•MIN.EM:iEUMENT
2X Wr.OD FRAME
8.25'D.O. j MM,Dc.STANCE
MAX.THRU :1 FACM-OrE 3/<' I/4"MAX
HAIL FINMIN,DI5TANCE SHIM SPACE
/� ® �l�® ✓a•o-lAx FROM EDGE:3/4'
/400//
Fi
2X WOOD ❑
FRAME
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0.99 Dano
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t915' I 1/2"MIN.
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WOOD FRAME SECTION(TYP)
HORIZONTAL SECTION
NOTE Carts psrnenn Iv+iF.y Fmry:•d'A'.co Cpenrty.
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2IA:N.EM9ED.MENT Max Frame I DP RATING IMPACT
DOOR WIDTH(TH MAIC.) � 71 1/2" x 79 1/2" +/-65 YES I
WOOD FRAME SECTION(TYP) � i
TYPICAL ELEVATION WITH FASTENER SPACING VERTICAL SECTION
Large and Small Missile Impact
Installation Notes: General Notes:
1. Seal Flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of
2. Use#10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of 1 the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
112"into the wood framing. For 2x wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirements for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3/16"tempered-airspace-3/16"annealed-0.09"PVB or SGP Interlayer by
project of installation. DuPont-3/16"annealed
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
Digitally signed by Hermes F Norero,P.E. 6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the Reason:I am approving this document building code.
window to achieve the rated design pressure up to the size limitations Date:201 3.03.22 17:14:57-04'00' 7• Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does ��� ��i PRO:ECr ENGINEER: DATE:
g y ��SGS F.�O '�. -- 02/05/13 3250 Lakeport Blvd
not address he sealing consideration that may arise in different wall ,� , r
conditions. For the complete installation procedure,see the instructions ����4�4': G F �'� DRAWN BY: SCALE: � EL Klamath Falls,OR.97601
packaged with the window or go to �� ��/�1'�U WEN
D.Vezo NTS ttt��� Phone: (541)882-3451
?Y CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. * = J. Kantola
DISCLAIMER: =
TAT OF � APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door
'��� ' .� �` Nail Fin Installation (71 1/2"x 79 1/2")
This drawing and its contents are confidential and are not to be He, F ����,,���Q� PART PROJECT No
reproduced or copied in whole or in part or used or disclosed to others �d a7 Lo 'r'�e.E. WHO
except as authorized by JELD-WEN Inc. 3913 EaOt Dafifof I B; %b1Q. Suite 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
Dania Beach, FL 33004 NCTL210-3851- -FBC Venice, FL 001 IOF4
S' MAX THROUGH FRAME
15. 5" C.
MAX.THRUJAMB1---1---f- i! MIN IE INSTALLATION
CORNERS FPOM ED)qE V4'
3
2 2' 1/2'nuv
EIASED^tENT
17.5'O.C. U 0 ®b 1/4"MA% 11/21,MIN. 1/4"MAX
11011, 6 SHIM 5JACe
/40/ 1
JAMB I EMBEDMENT -- SH-TM SPACE
FROM EDGE 314"� —
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LAZING DETAIL
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DDDR WIDTH(71.5- MAX.) FGOM EDSE:3f4' }
j
TYPICAL ELEVATION`NITH FASTENER SPACING WOOD FRAME SECTION(TYP)
VERTICAL SECTION I Large and Small Missile Impact
'-----......_....................................__................._-_...._._.__........._.__..._._.............._......................._.........._..-'---._.............................. 1'
Installation Notes: General Notes:
1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of
2. Use(2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
minimum of 1 1/2"into the wood framing. For 2x wood frame substrate(min,S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirements for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3/16"tempered-airspace-3/16"annealed-0,09"PVB or SGP Interlayer by
project of installation. DuPont-3/16"annealed.
4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does ��� I/! PROIECr ENGINEER: DATE:
�. � F. �� 3250 Lakeport Blvd
not address he sealing consideration that may arise in different wall ,� OS �O 02/05/13
.`� r' F �'. DRAWN BY: SCALE: J
�� Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions �i; �
packaged with the window or go to :' �°� . O D.Vezo NTS Phone: (541)882-3451
�N7. --; CHECKED BY: TITLE:
www.jeld-wen.com,resources/installation. ' Tk ;
,'�q`" , J. Kantola
DISCLAIMER: T�XTE pF ti APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door
p %�4ORMp -:` 4u .
This drawing and its contents are confidential and are not to be '�F� x�G� E. PART'P�8�1"� Through Frame Installation (71 1/2" x 79 1/2")
reproduced or copied in whole or in part or used or disclosed to others �r1y�yy L`
except as authorized by JELD-WEN Inc. Sae EastL�61 BdA81l�Ciod suite 338 IDENTIFIER NO. PLANT'NAME AND LOCATION: (JAD DWG.No: REV: oo SHEET
2 OF 4
Dania Beach. FL 33004 NCTL210-3851- -FBC Venice, FL
_ =8 MASONRY INSTALLATION
5•MAX. '��ISTANLE 1ASlr DIST4N!F.'
15.375 O.C. FROM
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7-17"5'O
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FRAME JAMB SECTION(TYP)
HORIZONTAL SECTION
FRAME SECTION(TVP)
VERTICAL SECZON
% Q C@ ..........._......._.._.........._._._......_....__.__................_...__.
I' � � � Itfd•.NtN.
L1\ xxE>MENT SLIDING PATIO DOOR
2 qMax Frame DP RATING IMPACT
BOOR WIDTH(71.5• MAX.) I 71 1/2" X 79 1/2" +/-65 YES
TYPICAL ELEVATION WITH FASTENER 5PACING
J_DISIaNE rl�sia�E j Large and Small Missile Impact
I)OM ECGE:1.1/i" FROM EGiE+2 l/S'
_....__.........._._..................._..._.._____._._............___......._........._.......----.............__.._........_. 1
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of
2. Use(2)-3116"Tapcon or equivalent fasteners through frame per location with sufficient length to the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
penetrate a minimum of 11/4"into concrete or masonry ar each location with a 21/2"min.distance Building Code(FBC)including HVHZ and the industry requirements for the stated conditions.
from the edge. For concrete(min.fc=3000 psi)or masonry substrate(CMU shall conform to ASTM 2. All glazing shall conform to ASTM E1300.
C90). 3. At minimum,glazing is 3/16"tempered-airspace-3/16"annealed-0.09"PVB or SGP Interlayer by
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads DuPont-3/16"annealed.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required.
project of installation. 5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does ` �� S F ,/1 PROJECT ENGINEER: DATE: 3250 Lakeport Blvd
not address he sealing consideration that may arise in different wall E , O Q �., -- 02/05/13
conditions. For the complete installation procedure,see the instructions .�p t' F �'� DRAWN BY: SCALE: Falls,ol:.97601
P P + \C, A JELDNENKlamath
packaged with the window or go to �.• O
D.Veto NTS Phone: (541)882-3451
r./�Na 7 ..r.. CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. = / * = J. Kantola
TAT OF APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door
DISCLAIMER: p .•q� p.'
2 Masonry Installation (71 1/2 x 79 1/2")
This drawing and its contents are confidential and are not to be 1Voi ;�`E. PART'PROJECT No
reproduced or copied in whole or in part or used or disclosed to others + 4r . ire OWE ''
398 East 1�$Fta Wvd. Suite 338 JUENTIFIF.R No. PLANI NAME AND LOCATION: CAD DWG.No.: REV: SHEET
except as authorized by JELD-WEN Inc. Hants eaofi, FL 33004 NCTL210-3851- -FBC Venice, FIL �� '°F
I' STEEL INSTALLATION
15.575-0.C. 5-�X' I' fALtJ.ULSTAIvCE
MAX.THRU JAMB FROM F?GU EDGE:V2°
fiCORHERS 2 2
n or rn�ee rnreea:
.. '� putt hcnc
Min.embedmen*
of three'hreaas� 1/4"MA
[,7bV Les 1!1'r.:nx past frame SHIM SPACE
17.5-O.C. A1
6 A SN. 5cACL
) / MAX.THRU II V
f� JAMB ]] ([ MIN.DISTANCE
3 Q@�
/ u u FROM ECG I',
C
l
- z ❑ L�
I o" gauge min ❑O6C7
i St I � 0.187x' a.:d15' � 51ee1 Stud
n I
(M I
DOM,979
i Gt u533tTE 0
s
(MIN,DISTANCE 2
l I I yw ( (FROM EDGE:I/2'
ii 1 F a
I
GLAZING DETAIL
� r j
l i 1
FRAME JAMB SECTION(TYP)
j HORIZONTAL SECTION
Am F1011I
O ICD
SHI HIM SPACE
MSX
LJ S ...............................................
......................................__........__......._..............._.............._..._....._.....__................_.........__..._........._.._
I;
i' 18 y,Jus<min
a 5tJ5nd SLIDING PATIO DOOR
Min.e.^.:;ed"
� 2 � of ihru tnreal:
BOOR VADTH(71.5-MAX.) ^�ULSrAtXE 1 �^<t,. Max Frame DP RATING IMPACT
F4vA4EOGFRAMESECTION(lYP) 71 1/2" x 79 1/2" +/-65 YES
TYPICAL ELEVATION WITH FASTENER SPACING
n
VERTICAL SECTION Large and Small Missile Impact
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of
2. For anchoring into metal framing,use(2)-#10 TEK Self Tapping screws per location with sufficient the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as Building Code(FBC)including HVHZ and the industry requirements for the stated conditions.
shown in elevations and installation details, Steel substrate min.18 ga(fy=33 ksi). 2. All glazing shall conform to ASTM E1300.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing is 3/16"tempered-airspace-3116"annealed-0.09"PVB or SGP Interlayer by
to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3/16"annealed.
project of installation. 4. Use structural or composite shims where required.
5. Installation methods can be interchanged within the same opening.
6. An impact protective system is not required where wind borne debris protection is mandated by local
This schedule addresses only the fasteners required to anchor the building code.
window to achieve the rated design pressure up to the size limitations 7. Maximum sizes are buck sizes and do not include fin or flange.
noted. It is not intended as a guide to the installation process and does F. / PROiECr ENGINEER: DATE: 3250 Lakeport Blvd
not address he sealing consideration that may arise in different wall +` ,GS 'ry0,4, �., -- 02/05/13
JE
........ ..
)';P
DRAWN BY: SCALE: "Lj� Klamath Falls,OR.97601
conditions. For the complete installation procedure,see the instructions
packaged with the window or go to r � 7(7 .,4 D.Vezo NTS Phone: (541)882-3451
www.jeld-wen.com/resources/installation. = * "; * = CHECKED BY: TITLE:
I 1 o:
J. Kantola
TAT
= i ( _ APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door
DISCLAIMER: o� ••�CC�R(()t,r' ���� -- Steel Installation (71 1/2"x 79 1/2")
This drawing and its contents are confidential and are not to be PART'PROIECT No:
Nor D�08012
reproduced or copied in whole or in part or used or disclosed to others �,sbve
398 East1�py�7} . 3Uite 338 IDENTIFIER NO. PLANT NAME AND LOCATION: CAU DWG.No.: RFV: SHEET
except as authorized by JELD-WEN Inc. D�eaCII. FL 33004 NCTL210-3851- -FBC Venice, FL 001 4 OF 4
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
tP Dania Beach, FL 33004
A Perfect Solution in Every Drop
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Of
JELD-WEN, inc.
Premium Atlantic Vinyl Sliding Patio Door
for
Florida Product Approval
Report No. 308
Current Florida Building Code
Method: 1 — A (Certificate)
Category: Exterior Doors
Sub — Category: Sliding Exterior Door Assemblies
Product: Premium Atlantic Vinyl Sliding Patio Door
Material: PVC
Product Dimensions: 71.5"x 79.5"(OX)
Prepared For:
3737 Lakeport Blvd.
Klamath Falls, OR 97601
Prepared by: ```��llltitrr�,���
Iferns 17—Norero, P.: . ��� �S F. O
Florida Professional Engineer#73778 �`� Q-�.•• �� ���
tP Date: 08/11/2014 ��;'�,�o•••N ��
7
Contents:
Evaluation Report Pages 1—4 = "o • T T �Y
Digitally signed by Hermes F.Norero,P.E���-�`••� 1 �P' �����`
DateReaso2014.09.p9 12:38:38� 04'OOproving this document ��i� G���`
�Itlfill
�
Hermes F. Norero, P.E.
Florida No.73778
BUILDING DROPS Date: 0014
Report Noo:: 3088
A Perfect Solution in Every Drop
Certificate of Authorization:29578
Manufacturer: 1ELD-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 Sliding Patio Door
(Impact)
71.5"x 79.5" (OX)
Scope: This is a Product Evaluation Report issued by Hermes F. 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 NCTL210-3851-1-FBC,signed and sealed by Hermes F. Norero, P.E. (FL#
73778)for specific use parameters.
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 NCTL210-3851-1-FBC require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL210-3851-1-FBC for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
Date: 0o: 30014
BUILDING DROPS
@ � Report No: 3088
A Perfect Solution in Every Drop
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
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-210-3851-1, Report Date: 12/12/2012
@
2. Certification Agency
National Accreditation&Management Institute
(FBC Organization#:CER1773)
3. Material Certification
Miami-Dade RER—Product Control Section NOA
Quanex Building Products, Inc.: PVC Extrusions
4. Material Certification
Miami-Dade RER—Product Control Section NOA
E.I. DuPont De Nemours&Co., Inc.:SentryGlas Plus Interlayer
5. Material Certification
Miami-Dade RER—Product Control Section NOA
E.I. DuPont De Nemours&Co., Inc.: PVB Interlayer
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
Date: 0o: 30014
BUILDING DROPS
� Report No: 3088
Ever
A Perfect Solution in
Y Drop
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
e 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(1X),non-structural,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.
C. For concrete (Min.f'c=3000 psi)or CMU substrate (CMU shall conform to ASTM C90)
where one by(1X), 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.
l
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.
Nail Fin Installation:
s A. For 2x wood buck substrate(min. SG =0.42), use(1)#10 Wood Screw type installation
anchors per location of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
Refer to Installation Instructions(NCTL210-3851-1-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