HomeMy WebLinkAboutProduct ApprovalNOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI011908.01-R1 l
03/19/2014
Structural
JELD-WEN
1822-1
05/21/2019
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 NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Design Pro/Smooth Pro/Studio"
3737 Lakeport Boulevard
Fiberglass Full Lite
Klamath Falls, OR 97601
In -Swing or Out -Swing Side -Hinged Doors
Configuration: XX
Glazing: Insulating Glass (Tempered)
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame: W-1879mm(74.00") H-2466mm(97.12")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1587mm(78.87")
SPECIFICATION
PRODUCT RATING
ASTM E283-04/E330-02
Design Pressure: +501-50 psf
TAS 202-94
Qualifies Configurations: XX
AAMA 1304-02
Product Tested By:
Report No:
Expiration Date:
National Certified Testing Laboratories
NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-251 /SJW2013-
252/SJW2013-253/NCTL-210-3925-03/SJW2014-032/NCTL-210-3930-01 /NCTL-210-3930-02/SJW2014-
069/SJW2014-079/W-1662/W-1699/W-1783/W-1799/W-1861 /W-1879/w-1899/W-1904
March 30, 2026
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
JjENDlo w S & DEN
DESIGN PRO/SMOOTH PRO FULL LITE
NON -IMPACT
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE
(FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• ASTM E33D-02
• ASTM E283-04
• AAMA 1304-02
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR ZX FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN
GLASS, DECORATIVE, AND EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS (SHAPED) LITES ARE QUALIFIED
FOR 6'-B" DOORS AT DP+/-50 PSF ONLY.
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.0 PSF. REMAINING
SILLS NOTRATEDFOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH + OH HEIGHT 15 21.0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL ANCHOR LAYOUTS AND NOTES
3
-
OPTIONAL 2X BUCK ANCHORING DETAILS
4
-
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
GLAZING DETAILS
7
-
WOOD SUBSTRATES
8
CONCRETE SUBSTRATES
9
A
COMPONENTS& BILL OF MATERIALS
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INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE A
NON -COMPRESSIBLE COMPOSITE OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR ZX BUCK
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
S. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
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ANCHORTABLE
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BY OTHERS
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MIN.
MIN.
EDGE DIST.
EDGE DIST.
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SEETABLESHEET2
SEE TABLE SHEET 2
DIST.
SEE TABLE SHEET 2
4�OPERABLE
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OPERABLE SILL
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OPERABLE SILL
8
OUTSWING
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HIGH BUMP OUTSWING
8
ADA SILL
DATE: 02.05.14
AFCO H-497
DWG. Y: I
CHK. Y:
GL JM I
SS MSS
SCALE: NTS
DwG.u: D015689
ELD OPTIONALLY, ANCHOR CAN BE PLACED
IN NARROW
SHEET: OF9
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
8
BILL OF MATERIALS
ITEMN
DESCRIPTION
MATERIAL
1
FRAME HEAD/IAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
ASTRAGAL, ENDURA ULTIMATE HURRICANE
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
6063_T6 ALUFILNUM
3
(NOT USED)
_
4
THRESHOLD_
5
THRESHOLD
_
6
1" O.A. IG TEMPERED NOWIMPACT GLASS
-
7
AFCO H-497 THRESHOLD
-
B
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
9
NON -COMPRESSION SHIM (0.25" MAX. THK.)
COMPOSITE
10
ZX WOOD (S.G. MUST BE O.SS OR GREATER)
WOOD
11
IX WOOD (S.G. MUST BE 0.55 OR GREATER)
WOOD
12
N10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT
STEEL
13
CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3)
STEEL
14
BUTT HINGE (SEE SCHEDULE SHEET 5)
_
35
LOCK SERIES 400
STEEL
16
DEADBOLT SERIES 780
STEEL
17
HOPPE MULI-POINT HARDWARE HLS9000
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
STEEL
18
ODL LIPUTE KIT (NI)
PLASTIC
19
FLUSH GLAZING LEG
FIBERGLASS
20
ODL UPLTTE KIT (RADIUS LITES)
PLASTIC
21
FLAT LITE KIT
ALUMINUM
22
PU DOOR CORE
-
23
ADATHRESHOLD
_
OF�RAIMESEE OM/ABOVEES O ALUM NUMSTRAGAL O THRESHOLD
n
Imo— 4563°� 4.S6°
OTHRESHOLD 1.78" Oj AFCO H-497 THRESHOLD
5
I� S.62" —I
4.62"
17 HOPPE MULT-POINT LOCK
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N 6.00"
0
PREPARED BY:
BUILDING DROPS, INC.
3ve E.
DMA Bua DLVD.M=
PH:1M)39 78
FAIL 195t))tAt738
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REMARKS
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DA'
Add Multl-Point Lack
GL
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ReferenceMG.NA0108MA
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09/D
A �
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'�I �S • '' RERO C'J� .�
vev�o�opyucKgpz7s7e,
DATE: 02.05.14
GCI JM SS/HISS
SCALE: NTS
DWG.N: D015689
SHEET: OF9
9
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
of
JELD-WEN, inc.
Design Pro / Smooth Pro
Glazed (Non -Impact)
for
Florida Product Approval
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Current Florida Building Code
Method: 1— A (Certification Method)
Category: Exterior Door Assemblies
Sub — Category:
Product:
Material:
Product Dimensions:
Swinging Exterior Door Assemblies
Design Pro/ Smooth Pro
Fiberglass
6'-0" W x 6'-8" H (Nominal)
6'-0" W x 8'-0" H (Nominal)
Prepared for:
JELD-WEN, inc
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 11/17/2020
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.12.07 04:25:33-05'00'
rrrrO
�.
N
O+
S A
OF
•
o T .- O
IDP': • !vim ��
:oar
�N`���``•
r
Hermes F. Norero, P.E.
Florida No. 73778
//Q\AN' BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Compliance Method:
Product Name:
JELD-WEN, Inc.
Exterior Door
Swinging Exterior Door Assemblies
State Product Approval Method (1)(a)
Design Pro / Smooth Pro
Glazed Non -Impact.
6'-0" W x 6'-8" H (Nominal)
6'-0" W x 8'-0" H (Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778)
based on Method 1a of the State of Florida Product Approval, Department of Bu:
Professional Regulation - Florida Building Commission.
Limits of Use:
: 11/17/2020
rt No: 2745.2
JELD-WEN, Inc.
ss and
Hermes F Norero, P.E. does not have nor will acquire financial interest in the comp ny manufacturing
or distributing the product or in any other entity involved in the approval process g7the product
named herein.
This product has been evaluated for use in locations adhering to the current Florid Building Code.
See Installation Instructions provided by manufacturer for specific use parameters.
1. This product has been evaluated and is in compliance with the current Flor
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product co
Chapter 16 of the current Florida Building Code and does require an impact
covering.
4. Site conditions that deviate from the details of manufacturer require furthi
analysis by a licensed engineer or registered architect.
5. See Installation Instructions for size and design pressure limitations.
Her
a Building Code,
ment into
nplies with
resistant
engineering
nes F Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Date: 11/17/2020
Report No: 2745.2
Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the
current Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and Management
Institute (FBC Organization #: CER1773)
Performance Standards: The product described herein has been tested per:
Referenced Data:
• ASTM E283-04
• ASTM E330-02
• AAMA 1304-02
• TAS 202-94
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST1589)
Report #
Report Date:
NCTL-210-3918-0.1
10/04/13
NCTL-210-3924-02
12/18/13
SJW2013-234
12/09/13
SJW2013-235
11/26/13
SJW2013-251
12/23/13
SJW2013-252
12/23/13
SJW2013-253
12/23/13
NCTL-210-3925-03
02/07/14
SJ W2014-032
04/22/14
N CTL-210-3930-01
02/24/14
NCTL-210-3930-02
03/10/14
SJW2014-069
07/07/14
SJ W2014-079
07/07/14
2. Quality Assurance Entity
National Accreditation & Management Institute
(FBC Organization #QUA1789)
3. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA, Inc.
ASTM E84
Report#: 3113726SAT-001 R1 Report Date: 03/13/09
Hermes F Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
Report#: ESP010982P Report Date: 02/26/13
Installation: Refer to Installation Instructions (D015689) for anchor spacing and more d
installation requirements.
Design Pressure: Refer to drawing (13015689) for pressure information.
: 11/17/2020
rt No: 2745.2
of the
ies F Norero, P.E.
Florida No.73778
Page 4 of 4
10/7/21, 10:40 AM
Florida Building Code Online
BCIS Home Log In ; User Registration 1 Hot Topics ( Submit Surcharge I Stats & Facts I Publications 1 Contact Us 11 BCIS Site Map Links 1 Search
a
dbpr
to Product Approval
USER: Public User
:a
Product Approval Menu > Product or Application Search > Application List > Application Detail > Application Checklist
Form Title: Validation checklist for certification method
Form #: 9N-3.011(3)(a)
Effective Date: January 15, 2007
61G20-3.011, F.A.C.
Administrative Validation
1. Verify Product Manufacturer's name on the state application matches that in the Certification
program.
2. Verify all products Identified on the state application are listed In the certification program.
3. Verify Testing Standards on the application and the uploaded Certification Certificate match, and are
as certified.
Q 4. Verify compliance documentation is current, not expired, suspended or revoked.
Q S. Verify Limitations of Use noted on the application are in accordance with the Certification.
6. Verify Installation Instructions, including anchorage requirements are provided for the same product
performance documented in the uploaded Certification Certificate or that the manufacturer's licensed
design professional has performed this verification.
7. Verify Status of certification agency.
[2 8. Verify Application lists proper category and subcategory of product.
9. Verify the testing standards are as adopted and required by the Florida Building Code.
10. Verify the product Is properly described.
® 11. Verify the limits of use are included as certified.
12. If the documentation indicates that rational analysis was used, verify whether the rational analysis is
within the scope of the product certification and if not then verify that an evaluation report is
submitted.
13. Verify that no rational analysis is conducted under this method. Otherwise the evaluation method
must be used to seek product approval.
To the best of my/our knowledge, this application is complete, the items in the checklist above have
been verified, and the Certification documentation submitted with this application indicates that the
product, method, or system described in this application meets or exceeds the Florida Building Code
requirements and reference standards listed in the application.
Bach Next
Contact Us :: 2601 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.:: Privaw Statement :: Accesslbillty 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 mall 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 Section 455.275(1), Florida Statutes, effective October 1,
2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with
https://floridabuilding.org/pr/pr app_chek.aspx 1/2
10/7/21, 10:40 AM Florida Building Code Online
the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department wi 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:
Mr ® ® ems- 9 M
securitYP"I muCs-
https://fioridabuilding.org/pr/pr_app_phek.aspx 1 2/2
e,
NOTICE OF PRODUCT CERTIFICATION
�Q y !acc3z�QL ~Company: Masonite International Corporation Certification No.: NI013747.03-R2
7^ 1955 Powis Road Certification Date: 06/08/2017
West Chicago, IL 60185 Expiration Date: 06/30/2025
' Revision Date: 07/27/2020
Product: Wood -Edge Steel 3/4-Lite or Less Glazed Inswing or Outswing Door w/Full-Lite or Less Non-Impactrintt: �y
Rn�rin Rated Sidelites (w/Wood Frame unless noted)
ti Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass''(Tempered)
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the
applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertiftcation.com. NAMI's Certification
Program is accredited b The American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
Test Report Number
Configuration
or
or
Maximum
Design
Test
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Comments
X
I/S
Glazed
3'0" x 6'8"
+501-50
0 psf
NCTL-110-19469-1
Single
3/4-Lite Max
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0214-17
X
O/S
Glazed
3'0" x 6'8"
+501-50
3.0 psf
NCTL-110-19469-1/W-1857
Single
3/4-Lite Max
4.5 psf'
Maximum Panel Size: 3'0" x 6'8"
7.50 pSf1.4.1
AnchorDetails-DWG-MA-FL0214-17
X
I/S
Glazed
3'0" x 6'8"
+501-50
0 psf
NCTL-210-3461-1/W-1857
Single
Ventlite
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0214-07
X
O/S
Glazed
3'0" x 6'8"
+501-50
0 psf
NCTL-210-3461-1/W-1857
Single
Ventlite
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0214-07
XX
I/S
Glazed
6'0" x 6'8"
+501-50
0 psf
NCTL-110-19469-1
Double
3/4-Lite Max
-
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0214-17
XX
O/S
Glazed
6'0"x 6'8"
+501-50
3.0 psf
NCTL-110-19469-1
Double
3/4-Lite Max
4.5 psf'
Maximum Panel Size: 3'0" x 6'8"
7.50psf'
Anchor Details-DWG-MA-FL0214-17
XO/OX
I/S
Glazed
6'0" x 6'8"
+501-50
0 psf
NCTL-110-19469-1
Single w/Sidelite
3/4-Lice Max Door
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
Anchor Details-DWG-MA-FL0214-17
XO/OX
O/S
Glazed
6'0" x 6'8"
+501-50
3.0 psf'
NCTL-110-19469-1
Single w/Sidelite
3/4-Lite Max Door
4.5 psf'
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
7.50 psf'
Anchor Details-DWG-MA-FL0214-17
OXO
I/S
Glazed
910" x 6'8"
+501-50
0 psf
NCTL-110-19469-1
Single w/Sidelites
3/4-Lite Max Door
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
Anchor Details-DWG-MA-FL0214-17
OXO
O/S
Glazed
9'.0" x 6'8"
+501-50
3.0 psf'
NCTL-110-19469-1
Single w/Sidelites
3/4-Lite Max Door
4.5 psf'
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
7.50 psf'
Anchor Details-DWG-MA-FL0214-17
OXXO
I/S
Glazed
12'4" x 6'8"
+501-50
0 psf
NCTL-110-19469-1
Double w/Sidelites
3/4-Lite Max Door
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
Anchor Details-DWG-MA-FL0214-17
OXXO
O/S
Glazed
12'4" x 6'8"
+501-50
3.0 psf'
NCTL-110-19469-1
Double w/Sidelites
3/4-Lite Max Door
4.5 psf'
Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8"
Full-Lite Max S/L
7.50 psf'
Anchor Details-DWG-MA-FL0214-17
..Er.&.eg ■ "res"um c-ueuures /5-aenes Ownvmg -I nresnola 3-Hi-nam Vutswing Threshold 4-Pro T4 Threshold 5-HP Outswing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: ��"�/
1I J MASONITC.
3/4-LITE WOOD -EDGE STEEL DOOR UNIT
6'--8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED 13Y ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
TCCT IICCnD1OTln,., c
SELF IGNITION TEMP
ASTM D1929
740 'F > 650 'F
RATE OF BURNING
ASTM D635
0.77 IN MIN
SMOKE DENSITY
ASTM D2843
13.4%
TENSILE STRENGTH* .
_ASTM D638
7.17 DIFF
wMrnlwnvt ILNSILL SIHENGIH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
110mmijuli
149' MAX. OVERALL FRAME MDTH
21" MAX 36.375" MAX. 21" MAX 37.5" MAX.
D.L.O. - PANEL WIDTH --{ D.L.O. FRAME WIDTH
W/ASTRAGAL
T � J the _Cj
O
I, J
t
� Ed
a
El 0
DOUBLE DOOR UNIT WISIDEL)TES
SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES
WITH SIDELtTE WITH SIDELITE
DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT
WITH VENTLITE
WHERE WATER INFILTRATION PERFORMANCE
IS
DESIGN PRESSURE RATING
REQUIRED TO BE 15%
OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUTSWING
INSWING
-BUMPER 0 S
Z-SERIES 0 S
HIGH DAM 0 S
T4 0 S
HP -MS
X
XX
37.5
+50.0
-50.0
+50.0 .
, -50.0
Na
+20:0 . -20.0
, +30.0 -30.0
+50.0 -50.0
+50.0 -50.0
+50.0 50.0
74
+50.0
-50.0
+50.0
-50.0
N A
+20.0 -20.0
+30:0 =30.0
`+50.0 -50.D
N A
N A
OX or XO...
75
+50.0
-50.0
+50.0
-50.0
N A
+20.0 -20.0
+30.0 -30.0
+50.0 -50.0
N A
N A.
OXO
112.5
+50:0
-50.0 :
+50.0...
-50.0
.. A
+20.0 -20.0
+30.0 -30.0
+50.0 -50.0
N A
N
OXXO
149
+50.0
-50.0
+50.0
-50.0
N A
+20.0 -20:0
+30.0 -30.0
+50.0 : -50:0
N A
,A
N 4
X-VENT
37,5
+50.0
-5Ot
+50.0
. -50.0
N A
N .A
N A
N' A
N A
N A
TABLE OF CONTENTS
SHEET # I DESCRIPTION
A111it4dmtoW
Ce1Y1�SonNa:.
Mw
�.
o Do
p O
O
O IY 'J
cCT
Lu
CL
L U
O 0)
21 4og sowE N.T.S.
i.T EBiDwo. er: SWS
CHK. BY:
KURT BALTHAZOR DRAWING NO.:
FLORIDA P.E. #56533 DWG-MA-FLO214-1:
SHEER -1 OF 3
J
3'
SEE DETA.
"C"
3'
#8 x 2„
#8 x 2"
0
DETAIL "D".
4...
I%9tx
INSWING •
F-
#10 x 5/8"
#10 x 5/8"
#10 x 2-1/2" #10 x 1"
#10 x 1"
#10 x 5/8"
DETAIL "C
0.9621
T
.BUMPER O/S THRESHOLD
10
0
N
w a
QaU
SEE DETAIL
U) 'D•
CY
w -
w
o
vi
a G,
I
6'
Z11
DETAIL "E" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE - PLATE TO FRAME
AS SHOWN.
1
1.437'
T
T4 0/S THRESHOLD
I- 1 1 7
1.482' 1.75'2;p
all047- 1.437"
T T T
Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD
;EE DETAIL
C.
6
n
6'
. ASTRAGAL RETAINER BOLT HOLE
(iiiiiiirMUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
-- FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
HOT MELT
RASTOMER---*.,
96 X 1-1/2- PHS
HOT MELT ' • 1/2' BITE 11j0
ELASTOMER `y
• r '• Ce0i�1Eb:.
Yi RIOR ~ ��..1t�81r2B Ds�..
TYPICAL GLAZING DETAIL
NON —IMPACT GLASS
91. 00
Ups
QUO
cc: pU
Q
�2
FL
0
U
g �
SCALE: N.T.S.
DWG. BY: sws
CHK. BY:
DRAWING NO.:
DWG-MA-FL0214-17
SHEET _ 2 oe 3
.r
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
3."
0
N
N
W �
U
a SEE DETAIL
} "D" SHT. 2
D o
W
W t
O �
e�
' 3"
1.2 MIN v • '..
MAX
II SHIM
CL —I F—
�rr
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.5
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
HARTIWARF SC'HFnl ]IF
1.
KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE,
2.
4" X 4" FULL MORTISE BUTT HINGES.
125"
MAX
IHI
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
¢ Do
Upco
r Q
QO
O�'1
zcn o
LU OQ
CL 2
Lo U
�Lu
1"X1/2" CORRUGATED #10X2" WOOD SCREW p w
3' FROM EACH END 6" FROM EACH END 0 =
AND 7" OC AND 12" OC r
i =W
ACCRTYELIC ¢ p 6
LA
o
CAULK
ACRYLIC p
CAUL( CL N
!w`Oo
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
(3) y10X2-1//2" m a 0
WOOD SCREWS z
EACH END
oAiE: 5/26 17
g
srnLe- N.T.S.
DWO. BY: SWS
®®
am, sr:
GRAYING NO.:
INTEGRAL WOOD DWG-MA-F0214-1
MULLION (CHS)
SHEET 3 OF 3
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008B
434-688-0609 Date: 10/10/2017
rllomas(a)lrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code 7th edition (2020).
Anchor capacity in shear condition:
Solid members w/ 3 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NDS 2018, TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (G=0.42)
Side member thickness: t. = 1.000 in Main member thickness: tm = 1.500 in
Side member dowel bearing strength: Fes. =
4,650 psi
Main member dowel bearing strength:
F_ = 3,350 psi
Side member dowel bearing length: I. =
1.000 in
Main member dowel bearing length:
1m = 1.140 in
Mode Im Mode I.
Mode IT
Mode III,
Mode
III.
Mode IV
qm =
636.5 Ibs/in qs = 884 Ibs/in
A: 0.0007
A: 0.00096
A:
0.00107
A:
0.00135
P =
725.61 Ibs P = 884 Ibs
B: 1.07
B: 0.57
B:
0.5
B:
0.000
Ko =
2.400 KO = 2.400
C:-427.674
C:-253.623
C:
-267.699
C:
-93.6
4=
302 Ibs Z.= 368 Ibs
P = 331 Ibs
Ms = 46.8 in-Ibs
Mm =
46.8 in-Ibs
Ka = 2.400
P = 297 Ibs
P =
319 Ibs
P =
263 Ibs
Min. Design value: Z= 110 Ibs
Z= 138 Ibs
Kb = 2.400
KD =
2.400
Ko =
2.400
Duration Factor: Co = 1.6
Z= 124 Ibs
Z=
133 Ibs
Z=
110 Ibs
Allowable Design Value (ZCo): Z.=
175 Ibs/anchor
Fastener type: 1/4 ITW Topcon
Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing
(in)
2.00
No
2.00
130
161
4.00
163
202
Actual C To C spacing:
Allowable Design Value:
3.00 in
Z,,= 155 Ibs/anchor (per interpolation when needed)
Fastener type:
#10 Tek screw
Substrate:
18 GA, Steel
Tabulated design value:
Z= 1266 Ibs
Safety factor:
Fs= 4
Allowable Design Value (Us):
Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 36.38
--T
EAl
Al
YA2 79.25
AA1
-�
' 72.75
37.50
36.38
36.38
37.50
Al
Y_ A5
Y_ 13
Y_
79.25
Al
A4
A4
Al
147.75
1 of 4
Design pressure: 60.0 psf
Zone
Area
(ft2)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q�
Load
(Ibs)
Al
2.3
138
N/A
N/A
155
1
138
OK
A2
7.7
463
6.00
21.00
155
5
93
OK
A3
1 7.7
1 463
1 N/A
I N/A
155
3
154
OK
Design pressure: 60.0 psf
Zone
Area
2
(ft)
Load
(Ibs)
Ind,
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q�
Load
(Ibs)
Al
2.4
146
N/A
N/A
155
1
146
OK
A2
7.9
473
6.00
21.00
155
5
95
OK
A3
7.8
468
1 N/A
N/A
155
4
117
OK
A4
2.3
138
N/A
N/A
155
1
1 138
OK
A5
7.7
463
N/A
N/A
155
3
1 154
OK
.N��.•••••?�q%
.: �'•��,��ENS,F••cf� `i
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TAT Of
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Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rllOmas()[domaspe.com
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6 18.19 IYP.
3.00 TYP.
6.00
I
18•
MAX
O.C.
i
79.25
11
2 of 4
I
_L
6.00
Manufacturer: Masonite
Report #: 514008B
Date: 10/10/2017
`v ElVSF•.cP�'`�
ZZ
TAT OF
OR IID. G� \�
fl
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008B
434-688-0609 Date: 10/10/2017
rilomasC@Irlomaspe.com
Double door with sidelites
79.25
3of4
6.00 TYP. --ram—
37.50
-- 18.75 TYP.
6.00 TYP.
3.00 TYP��i
36.38
18.19 TYP.
36.38
37.50 - - - - -- -
6.00
1
18,
MAX
O.C.
i
_l
6.00
1
1V `v�C E N
,*. R
0 51 -*
TAT '4 F
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rill►
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
Manufacturer: Masonite
Report #: 514008B
434-688-0609 Date: 10/10/2017
rllornaS(a) I rlornaspe.corn
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
4 of 4
R • L
�N .•••.�! �i
4 0 251
TAT OF
O RVOP
is/ONAL���`�
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Luis R. Lomas P.E.
FL No.: 62514
9/2/2020