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FL #
FL16708-R13
copy
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Application Type
Revision
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Code Version
2020
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Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
C
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Rylee Sumner Fricks
fbcl@jeld-wen.com
REVIEWED FOR
CODE COMPLIANCE
SU o LCOE COUNTY
OJBOCC ql,�
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
0 Validation Checklist - Hardcopy Received
FL16708 R13 COI COI JW SS 2015-04-27.pd
Standard
TAS 201
TAS 202
TAS 2d3
Year
1994
1994
1994
htip://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2FlZm6TudWOg6cFU I Gz%2bYuNViQ90 I Ao7zp34bbWg%3d%3d[ 12/16/2020 3:25:39 PM]
Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R13 Equiv 23549-1 Equivalency of ASTM E84-13a and ASTM
E84-16.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/03/2020
Date Validated
10/08/2020
Date Pending FBC Approval
10/16/2020
Date Approved
12/15/2020
m6ry of Products--.. - --
FL # ( Model,, Number'or Name ) Description
16708.1
A Design Pro / Smooth Pro / Studio
Fiberglass
Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Inswing and Outswing
j
Limits of Use
a Installation Instructions
Approved for use in HVHZ: Yes
{ FL16708 R13 II 16708.3. SS 2019-10-01 pddf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
{
Impact Resistant: Yes
Created by Independent Third Party: Yes
i
Design Pressure: N/A
Evaluation Reports
Other: �—
FL16708 R13 AE PER4663.2 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
16708.2 I B Design Pro Smoot Pro Fiberglass I Singe X Impact Glazed Door 3-0 x 6-8 an 3-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16708 R13 II 16708.2 SS 2019-10-01.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: —� FL16708 R13 AE PER4438.3 SS 2019-12-13.pdf
Created by Independent Third Party: Yes
16708.3 C Design Pro / Smooth Pro / Studio Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16708 R13 II D015727-DP SP OPO LMI HHVZ XO FBC SS {
Approved for use outside HVHZ: Yes 2019-12-12.pdf ;
Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 {
Design Pressure: N/A Created by Independent Third Party: Yes j
Other: Evaluation Reports
FL16708 R13 AE PER4664.2 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
16708.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 j
Inswing and Outswing II
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16708 R13 II D015705 - DP SP GLZ LMI HVHZ XO FBC SS
Approved for use outside HVHZ: Yes 2019-12-12.pdf
Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R13 AE PER4440.2 SS 2019-12-13.pdf / f
Created by Independent Third Party: Yes
16708.5 E Design Pro / Smooth Pro / Studio Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16708 R13 II 16708.5 SS 2019-10-01.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
littp://www.floridabuil(ling.orglprlpr_app_dtl.aspx?paramwG EV XQwtDqu8obl%2flZm6Tud W Og6cFU ] Gz%2bYtiNViQ90 ] Ao7zp34bb Wg%3d%.id[ 12/16/2020 3:25:39 PM]
Florida Building Code Online
Other:
FL16708_R13_AE_PER4665.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
16708.6 — F Design Pro / Smooth Pro Fiberglass
Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9-
0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use
Installation Instructions. W_ _
Approved for use in HVHZ: Yes
FL16708 R13 II 16708.6 SS 2019-10-01.pddf, i
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other:
FL16708 R13 AE P R4442. SS 2019-1 -1 .pdf
Created by Independent Third Party: Yes
16708.7 — G Design Pro Smooth Pro Studio
Double with sidelite(s) XX,O O,XX/ O XX,O Impact Opaque
Fiberglass
Limits of Use
Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R13 II D015708 - DP SP OPO LMI HVHZ OXXO XXO
FBC SS 2019-12-12.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A
Created by Independent Third Party: Yes
Other:
Evaluation Reports
FL16708 R13 AE PER4666.2 SS 2019-10-01.12df
Created by Independent Third Party: Yes
16708.8
H Design Pro / Smooth Pro Fiberglass
Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed —
Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R13 II D015709 - DP SP GLZ LMI HVHZ OXXO XXO
FQC SS 2019-12-12.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A
Created by Independent Third Party: Yes
Other:
Evaluation Reports
FL16708 R13 AE PER4444.2 SS 2019-12-13.prif
Created by Independent Third Party: Yes
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 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 emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to 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:
.. a
M � Wreck
Credit Card
Safe
littp:/Avww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZtn6TudWOg6cFUlGz%2bYuNViQ9olAo7zp34bbWg%3d%3d[12/16/2020 3:25:39 PM]
BUILDING DROPS
A Perfect Solution in Every Drop
k =y.
., Certificate of Authorization: 29578
April 27, 2015
TO: Whom It May Concern
398 E. Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer #73778
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601
Dear Sir (Madam),
To the best of my knowledge, the above -mentioned product conforms to the current
edition of the Florida Building Code.
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s) for which the reports are being issued.
I also do not have, nor will I acquire, any financial interest with the Laboratory that
performed the test(s), or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted,
DES
o
o. 7
T T a
., 0 Cp DP: ••��:
.•
C= �
��II/III111111,
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer #73778
Page 1 of 1
NATIONAL CERTIFIED TESTING LABORATORIES
s FIVE LEIGH DRIVE YORK, PENNSYLVANIA 17406 TELEPHONE (717) 846-1200
FAX (717) 767-4100
www.nctlinc.com
July 30, 2020
Dan Vezo
JELD-WEN, Inc.
3737 Lakeport Blvd
Klamath Falls, Oregon 97601
RE: Equivalence of ASTM E84-13a and ASTM E84-16
Dear Dan:
At your request, I have reviewed an ASTM test method standard to evaluate its equivalence to
the test method standard currently referenced by the Florida Building Code. Specifically, I am
comparing:
ASTM E84-13a Standard Test Method for Surface Burning Characteristics of Building
Materials to ASTM E84-16 Standard Test Method for Surface Burning Characteristics of
Building Materials.
I have reviewed and compared the above -referenced test method standards. Specific changes
noted between the standards include:
Updated requirements for the photometer measurement system.
Added specimen preparation and mounting requirements for flexible fibrous glass
insulation used in metal buildings.
The noted changes would not cause different test results or different interpretation of the test, and
it is my professional opinion that the test method standards are equivalent.
Thus, the testing conducted to ASTM E84-13a Standard Test Method for Surface Burning
Characteristics of Building Materials is equivalent to ASTM E84-16 Standard .Test Method for
Surface Burning Characteristics of Building Materials and, there for,fin compliance with the Florida
Building Code, Building, 71" Edition (2020).
61�
Joseph A. Reed, P.E.
FL PE 58920
FL REG 33474
JAR -.jar
cc: 23549-1
Professionals In The Science of Testing
EN
WINDOWS & DOORS
DESIGN PRO/SMOOTH PRO
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED. ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
A TAS 203.94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X 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 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
DOORS ARE QUALIFIED.
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCA71ON PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH =0H HEIGHT 15>_ 1-0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
4
TYPICAL ANCHOR LAYOUTS AND NOTES
3
-
OPTIONAL 2X BUCK ANCHORING DETAILS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
WOOD SUBSTRATES
7
A
CONCRETE SUBSTRATES
8
A
COMPONENTS & BILLOF MATERIALS
371/2" MAX.
6
6
O.A. WIDTH
1
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6
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O.A. WIDTH
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ACTIVE
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3 1 5
TYP. ELEVATION 2
1 1 0'- -DDDR HE...
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS.
MAX. OVERALL
DESIGN PRESSURE (PSF)
NOMINALSIZE
MISSILE
CONFIGURATION
INSWING
OUTSWING
IMPACT
WIDTH
HEIGHT
RATING
POS.
NEG.
POS.
NEG.
X
3'-0"
6'-8"
65•
65
65•
65
LMI&SMI
X
3'-0"
8'-0"
50'
50
50•
50
LMI & SMI
'SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
PREPARED BY:
BUILDING DROPS, INC.
398 E. DANIA BEACH BWD. 310
DANIA BEACH, FL.33BW
IN. 19BAp99 w1e
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REMARKS
BY DATE
Add ADAsBLMuId.PDinc Lock GL06/23/1
WeEence DW3. PMIU871A AM 09/16/1
ID
7 SIA OF Y �
Reason: 131 approving this documen
Date: 2019.1 D.01 21:21:16-04'00'
DATE: ni nS 1,
GL/TJM I SS/MSS
SCALE: NTS
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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 1/41NCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC 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.
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS 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 2X�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 3000 PSI.
C. GROUT -FILLED CMU- UNITSTRENGTH CONFORMSTO 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.
.8. .SEE SHEETS G-AND_7.EQR_MQREDETAILS..QETHEINSTALLAIIQN.REQUIREMENT$,JNCLUpING ANCHOR.. _..... . _ .... _ .
LOCATIONS, EDGE DISTANCES, EMBEOMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHORTABLE
6'8" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
S12E
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
MAX. 0.C_
MAX. D.C.
SPACING AT
SPACING AT
JAMBS
JAMBS
WOOD SCREW
1J10
2X WOOD BUCK
1-1/2-
3/4"
17-1/2'
17-1/4"
OR FRAMING
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4'
2-1/2"
17.1/2'
17-1/4"
ELCO ULTRACON
1/4"
CONCRETE/CMU
1-3/8"-CONC.
1-1/4" - CMU
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4'
1"
10"
14-3/8"
B2
2. 49 X 2 12" PRE
PFH SCREWS
DETAIL B2
TYP. HOPPE
I. BOTTOM SHOOT
MULTI -POINT SHOOT SOLT
BOLT PLATE
PLATE LOCATION
HOPPE R2098931
rat SILLSECTION VIEW
2- 99 X 21/2" PFH
SCREWS
DETAIL D2 22 23
TYP. HOPPE
MULTI -POINT SHOOT BOLT
PLATE LOCATION
(RH PLATE SHOWN)
02
/[\ HEAD SECTION VIEW
ce
I
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�TYP. ANCHOR LAYOUT
6'-9' d 4-D' DOOR HEIGM
NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY.
PREPARED BY: '
BUILDING DROPS, INC.
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INTERIOR EXTERIOR EXTERIOR% INTERIOR
4 f Q 5 INTERIOR ./ EXTERIOR O r o
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EXTERIOR '/, INTERIOR ' 7 REMARKS BY OAT
INTERIOR EXTERIOR INTERIOR EXTERIOR Add ADA sill, M,Iti.Pti,t L«k GL 06/23
10 / 1 6 '/, Reference DWG. NA0ICS71A AM 09/1E
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OPERABLE ADA SILL_ OPERABLE SILL OPERABLE SILL
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING N `,'`SLL111IT11E
ENDURA HCISO00 OPTIONAL AFCO H-497
* VVI
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11 1� T�
9 '!NTERIOR EXTERIOR
8 INTERIOR EXTERIOR
o DATE: 02.05.14
GL%TJM SSJMSS
g OPERABLE SILL OPERABLE SILL SCALE: NTS
4 OUTSWING 4 OWSWING DWG.N: D015726
SHEET: OF 8
4
INTERIOR
—8 - N9 X 2 1/T' PFH EXTERIOR
W/ STRIKE HARDWARE
4- MPL STRIKE PLATES
n LOCK JAMB
J OUTSWING SHOWN - INSWING SIMILAR
I
9 - N9 X 13/4" PFH
8-49%21/2"PFH W/HARDWARE
W/STRIKEHARDWARE I6'-8"&8'-0"UNITS)
4- MPL STRIKE PLATES
EXTEROR
INTERIOR
4 MULTI -POINT LOCK JAMB
5 OUTSWING SHOWN -INSWING SIMILAR
HINGESCHEDULE
DOOR HEIGHT
QUANTITY
6'-8"
3
8'-0"
4
HINGE DETAILATIAMB:
PLACE N9 X 2-1/2" PFH SCREW NEXFTO W EATHERSTRIP
INTERIOR\�•
/ �O
1-#9%2.1/2"PHILLIPS
FLATHEAD WOOD SCREW
\'
3- #9 X 3/4" PHILLIPS
FLATHEAD WOOD SCREWS
EXTMOR'
4-N9 PHI WPS FLATHEAD WOOD SCREWS
17
USE 3/4" LENGTH FOR 6'-B" DOORS
USE 1" LENGTH FOR 8'-O" DOORS
3
HINGE JAMB
5
OUTSWING SHOWN - INSWING SIMILAR
3-q8%2"PFH Jr13-N8X 1133/8'PFH(6'-8"UNITS)
W/STRIKEHARDWARE/ COME W/HA DW (8'-0"UNITS)
1-MPL STRIKE PLATE COMES W/HARDWARE
EXTERIOR
INTERIOR
MULTI -POINT LOCK JAMB
5 CUTSWING SHOWN -INSWING SIMILAR
4 - #8 X 13/8" PFH
1- REINFORCEMENT PLATE
HOPPE N2512296
6 MULTI -POINT LOCK
5 TOP REINFORCEMENT PLATE -ACTIVE PANEL ONLY
PREPARED BY:
BUILDING DROPS, INC.
198E. DANIA BEACH 8=.ML 3U
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REMARKS
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Odd ADA sill,
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GL Gk:
ielemncc DWG. PAOIM71A
AM 9/11
Im
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DATE: 02.05.14
GLjhM SS/'Ym: s!
SCALE: NTS
DWG. N: D015726
SHEET: OF 8
5
MIN.
EDGE DIST.
SEE TABLE SHEET 2
wW
x
w w 2% W000 BUCK
z�
?: N
cs ED
WOODANCHOR
SEE TABLE ON SHEET 2
HEAD (TYPICAL)
6 OUTSWING SHOWN - INSWING SIMILAR
4 OPERABLE SILL
6 OUTSWING- NOANCHOR REQUIRED
g OPERABLE SILL
6 OUTSWING- NO ANCHOR REQUIRED
t� OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MININIUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
2X WOOD BUCK
NN
WOODANCHOR
L SEE TABLE ON SHEET 2
H
SIUCONE
%
O
0.25'
MAX. 2X WOOD BUCK
SHIM
MIN. EMBED.
SEE TABLE SHEET 2
JAMB (TYPICAL)
OUTSWING SHOWN - INSWING SIMILAR
r OPERABLE SILL
INSWING - NO ANCHOR REQUIRED
ILICONE
SILICONE
BUCK zx WOOD BUCK
6 OPERABLE SILL
6 INSWING - NO ANCHOR REQUIRED
OPERABLE SILL
OUTSWING-NO ANCHOR REQUIRED
OPERABLE SILL
6 OUTSWING-NO ANCHOR REQUIRED
AFCO H-497
•1: •rr:
rfl� OPERABLE ADA SILL
6 INSWING/OUTSWING - NO ANCHOR REQUIRED
PREPARED BY:
BUILDING DROPS, INC.
39B e. DARIA eEAa etw.. s]F. s]e
DANIABFACM, R 13JW
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OMmF mmnonscnussirFs*.wnoxm BF��
lni ttQInB[MFN*S DeTmtEO MFAF tlu A+ttEN51
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DATE: 02.05.14
DWG. Y: CHK. Y:
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SCALE: NTS
DWG. a: D015726
SHEET: OF 8
6
MIN.
EDGE DIST.
SEE TABLE SHEET 2
F
� CONCRETE'
w R MASONRY
z F BY OTHERS
WOOD BUCK
(OPTIONAL)
CONCRETE ANCHOR
SEE TABLE ON SHEET2
1 HEAD (TYPICAL)
% OUTSWING SHOWN -INSWING SIMILAR
R
OTHERSBY •
4 OPERABLE SILL
7 OUTSWING- NO ANCHOR REQUIRED
SILICONE
•e a
• o.
CONCRETE/
MASONRY
BY OTHERS
OPERABLE SILL
7"/ OUTSWING- NO ANCHOR REQUIRED
t� OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY: '
1X WOOD BUCK it
(OPTIONAL) BUILDING DROPS, INC.
398 E. DANEABEACH BLVD..PUM
i a w DMIA MAp, FL imm
i0 '•i %%% CONCRETE ANCHOR SILICONE M19 13-9•)B
SEETABLE ON SHEET2 F. L9Eapu.ane
WEB: vwv.0u�tln(Nocaian
• '• 1' CONCRETE/ m
"�• MASONRY o
BY OTHERS
• 'J'•• %% a O W o h m ud
—4— MAX. O C ^ n
SHIM a
1• CONCRETE/MASONRY BY OTHERS ¢ my
MIN. EMBED.Ln
SEE TABLE SHEET2Lu
a C
r2 JAMB (TYPICAL) OPERABLE SILL w W�
OUTSWING SHOWN - INSWING SIMILAR 7 INSWING- NO ANCHOR REQUIRED p U�
Z
p
SILICONE R
SILICONE i
REMARKS BY DATE
=MASONRY
° ° Add ADA sill, Multl-0oint Lock GL 6/23/:
CONCRETE/ --1 ' CONCRETE/ Reference DWG. OA030873A AM 09/16/:
MASONRY
BY OTHERS BY OTHERS
nnuu roRO N
xor REn9n •Rwl conortaniiDRA sREEn
frtF.NE LTE COxon�OM CRUE
6 OPERABLE SILL T� OPERABLE SILL EIG "`SE= °�°`°"p` 1S.",C '
EEM MfR DR •RCHR[R Sx"tl ARFAUESrtERRECG'K
INSWING -NO ANCHOR REQUIRED OUTSWING-NOANCHORREQUIRED `,\\\IAIIIJJ/I2Y2 T
AFCO H-491
�* N.77
S A '
SILICONE SILICONE � � OF 4 �
i Ofi O IOC' •' • w'
a ° ° o ° F.a�° b b��e
• CONCRETE/ CONCRETE/
MASONRY MASONRY
BY OTHERS BY OTHERS
g OPERABLE SILL / OPERABLE SILL DATE: 02.05.14
OUTSWING- NO ANCHOR REQUIRED 7 UTSWING/INSWING- NO ANCHOR REQUIRED DWG. V: CHK. Y:
GL JM I SS MSS
SCALE: NTS
DWG.N: D015726
7
BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/JAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
(NOT USED)
3
(NOT USED)
4
THRESHOLD
'-
5
THRESHOLD
-
6
THRESHOLD
-
7
AFCO H-497 THRESHOLD
-
8
THRESHOLD
-
9
THRESHOLD
-
10
ADA THRESHOLD
-
11
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
12
NON -COMPRESSION SHIM (0.25" MAX. THK.)
COMPOSITE
13
(NOT USED)
-
14
(NOT USED)
-
15
#10 WOOD INSTALLATION SCREW W/11/2- MIN. EMBEDMENT
STEEL
16
CONC/CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3)
STEEL
17
BUTT HINGE (SEE SCHEDULE SHEET 5)
STEEL
18
LOCK SERIES 400
STEEL
19
DEADBOLT SERIES 790
STEEL
20
ROCKWELL MULTI -POINT TONGUE LATCH If 732287686-8 UNIT
ROCKWELL MULTI -POINT TONGUE LATCH 473228790 8-0 UNIT
STEEL
21
HOPPE MULI-POINT HARDWARE HLS9000
STEEL
22
HOPPE MULI-POINT H EAD SHOOT BOLT PLATE LH 48784091
STEEL
23
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923
STEEL
20 ROCKWELL MULT-POINT LOCK
O
O
O
21 HOPPE MULT-POINT LOCK
W/ SILL SHOOT BOLT PLATE #2098911
hm
0 "
PREPARED BY:
IQY
BUILDING DROPS, INC.
393 E. DANIA 6EA(9181W. SEE 336
DANIA.EAs:N.fLs—
FAX:99739 AI
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REMARKS
BY DA
sdd ADA sill, M09-Ponuck s L
GL 612:
Reference
01 DC RA030871A
AM 09fl I
9a�ax6�hnecis i'iLiE+is,.x�ivn sttaiK
uuex*s �a"usewnx.xrs oacureENr.
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c Ul pop�� Nc
.79" e
-41.605"L—I p fl S
OFRAME HEAD/JAMBS O THRESHOLD O THRESHOLD O THRESHOLD 22 HEAD SHOOT BOLT PLATE (LH) :0
VARIES, SEE BOM AT LEFT �i}
L_ i .er%Err2 .
i I-
�-- 4.563" 4.66° --{ 5.62' 4,57' --{ ( 1.75" DATE: 02
DWY:
G.
O AFCO H-497 THRESHOLD O THRESHOLD THRESHOLD O THRESHOLD ADA O HEAD SHOOT BOLT PLATE (RH) GL/TJM
7 8 9 10 23 SCAL
O E;
DWG. #: p
o -
( SHEET:
458' --I I I N 5.�' I�I
' I--- 4.62" � � Y-- 4.56" I c 1.75" u®®
III
A OF
p3L
FA 35 �A
.05.14
CHK. Y:
SS%MSS
015726
OF8
8
119,,\\,BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Product az1c-n
of
JELD-WEN, inc.
Design Pro / Smooth Pro
Opaque (Impact) (HVHZ)
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— D (Engineering Method)
Category: Exterior Door Assemblies
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro/ Smooth Pro
Material: Fiberglass
Product Dimensions: 3'-0" W x 6'-8" H (Nominal)
3'-0" W x 8'-0" H (Nominal)
Prepared for:
.IELD-WEN, inn
3737Lake!;p�.v't Nvd.
Klarnao%h alsa OR976."k
Prepared by:
.Hermes F. Norero .:1Ea
Florida Professional Engineer # 73778
Date: 09/13/2019
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2019.10.01 21:18:24-04'00'
`````,0�1111111I'SS
E s ' •. �o
N .7 7
"o S A
�.� OF 'gym
0 t -Z'
HerF1No►R E.
Florida No. 73778
BUILDING DROPS
a' t A Perfect Solution in Eve Drop!
Every P•
Y= 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)(d)
Design Pro / Smooth Pro
Opaque (Impact) (HVHZ).
3'-0" X 6'-8" (Nominal)
3'-0" X 8'-0" (Nominal)
Date: 09/13/2019
Report No: 4663.2
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.
Limits of Use:
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 provided by manufacturer for specific use parameters.
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
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering for Wind Zone 3.
4. Site conditions that deviate from the details of manufacturer require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions for size and design pressure limitations
Hermes F Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS i Date: 09/13/2019
{ A Perfect Solution in Every Drop!
Report No: 4663.2
Certificate of Authorization: 29578
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:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization # TST1589)
Report #
Report Date:
NCTL-210-3916-01
08/30/13
NCTL-210-3925-03
02/07/14
NCTL-210-3916-02 w/ addendum
06/10/14
NCTL-210-3930-01
02/24/14
NCTL-210-3930-02
03/10/14
TAS Report Engineer of Record: Gerard
J. Ferrara, P.E.
Report #
Report Date:
SJW2013-194 w/ addendum
06/10/14
TAS Report Engineer of Record: Kevin P. Tyra, P.E.
Report #
Report Date:
SJ W 2013-196-TAS
09/13/13
SJW2013-246
12/17/13
SJW2013-251
12/23/13
SJ W 2013-252
12/23/13
SJW2013-253
12/23/13
S1 W 2014-032
04/22/14
SJW2014-073
06/26/14
S1 W 2014-077
06/27/14
SJW2014-072
06/27/14
SJW2014-080
07/03/14
TAS Report Engineer of Record: Robert H. Zeiders, P.E.
2. Quality Assurance Entity
National Accreditation & Management Institute
(FBC Organization #QUA1789)
Hermes F Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
3' A Perfect Solution in Every Dropt
'. Certificate of Authorization: 29578
Date: 09/13/2019
Report No: 4663.2
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
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology
ASTM D635, ASTM D638, ASTM D1929, ASTM D2843, ASTM G155
Report#: ESP010982P Report Date: 02/26/13
Installation: Refer to Installation Instructions (D015726) for anchor spacing and more details of the
installation requirements.
Design Pressure: Refer to drawing (13015726) for pressure information.
Hermes F Norero, P.E.
Florida No.73778
Page 4 of 4