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FL #
FL16708-1113
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived ❑
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exte�o'rlDoors . /
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 Hermes F. Norero, P.E.
the 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.
® Validation Checklist - Hardcopy Received
Certificate of Independence FL16708 R13 COI COI JW SS 2015-04-27.odf
Referenced Standard and Year (of Standard) Standard Year
TAS^201 1994
TAS•202 1994
�TA'S <203" 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R13 Eauiv 23549-1 Equivalency of ASTM E84-13a and ASTM
E84-l6.odf
Sections from the Code
https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6Tud... 9/27/2021
Florida Building Code Online
Page 2 of 3
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Model, Number or Name
Method 1 Option D
08/03/2020
10/08/2020
10/16/2020
12/15/2020
Description
II A Desi gn ass Pro / Smooth Pro / Studio I Inswing and pact OpaOutsngque Door 3-0 x 6-8 and 3-0 x 8-0
Limits of Use
Approved for use in H�YHZ;jYes
Approved for use tside WI : Yes
Impact Rres�stant•r�Ye
Design Pressure NrA
Other:
Installation Instructions
FL16708 R13 II 16708.1 SS 2019-10-Ol.odf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R13 AE PER4663.2 SS 2019-10-01.odf
Created by Independent Third Party: Yes
16708.2
B Design Pro / Smooth Pro
Fiberglass
Single (X) Impact Glazed Door 3-0 x 6-8 and 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-Ol.odf
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.p_df
Created by Independent Third Party: Yes
16708.3
C Design Pro / Smooth Pro / Studio
Fiberglass
Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
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
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 PER4664.2 SS 2019-10-Ol.odf
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
Inswing and Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16708 R13 II D015705 - DP SP GLZ LMI HVHZ XO FBC
SS 2019-12-12.odf
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 PER4440.2 SS 2019-12-13.odf
Created by Independent Third Party: Yes
16708.5
E Design Pro / Smooth Pro / Studio
Fiberglass
Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door
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.odf
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 PER4665.2 SS 2019-10-01.odf
Created by Independent Third Party: Yes
16708.E
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
Approved for use In HVHZ: Yes
FL16708 R13 II 16708.6 SS 2019-10-OS.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 PER4442.2 SS 2019-12-13.pdf
Created by Independent Third Party: Yes
16708.7 I G Design Pro / Smooth Pro / Studio Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6Tud... 9/27/2021
* JTirw
WINDOWS & DOORS
DESIGN PRO / SMOOTH PRO
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRIG4NE ZONE (HVHZ)
- GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HM AND HAS BEEN EVALUATTDACODRDING TOTHE FOLLOWING:
• TAS 201-M
• TAS 2M-94
• TAS 203.94
2. ADEQUACY OF THE OWNG STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT (DADS TO THE
FOUNDATION M THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. THE INSTALLATION OETAIS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVgTE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTNE SYSTEM IS NOT REQUIRED ON THIS PRODUCT N AREAS REQUIRING IMPACT
RESISTANCE. - - -
S. &PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
DOORSAREQUALFIED.
R. NOTE: APCO H•497 SILL MEETS WATER INFIORATION AT WATER TEST PRESSURE (WM OF 9.75 PSF.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY WIVINGJURISOICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT, PRODUCTSHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO.ON LENGTH+OH HEIGHT ISL 1.0
" TAKE OF CONTENTS
SHEET
REVISION
SHEET DEMP ION
.1
A
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL ANCHOR LAYOUTS AND NOTES
3
OPTIONAL 2X SUCK ANCHORING DETAILS .
4
A
VERTICALAS5EMBUES
5"
A
HORQONFALASSEMBUES
B
A
WOOD SUBSTRATES
7
A
CONCRETE SUBSTRATES
8
A
COMPONENTS & BILL OF MATERIALS
40
1�4
TVP. ELEVATION 1
M IIIIa1113gR
NOTE:
WORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS
CONFIGURATION
MAX OVERALL
NOMRNALSQE
DESIGN PRESSURE lPSPi
v
s-- --rT
MISSILE
IMPACT
WIDTHHOTBFi
_
INSWINGOUISWING
POS.
I NEG.
LWPr
X r
"3'-0•
6'$• `
rE5 y
65
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50
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DATE: 02.05.14
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SS & SS
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DWG.R: D015726
SHEET,. OFS
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1
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR 15 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 1/161NCH 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.
S. 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 BETHE 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 GRAVITYOF0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 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.
B. SEE SHEETS 6 AND 7 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 ORJAMB AS LONG AS MINIMUM
EMBEOMENTAND EDGE DISTANCE ARE ACHIEVED.
ANCHORTABLE
6'8" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
SIZE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
MAX. O.C.
MAX. O.C.
SPACINGAT
SPAONGAT
IAMBS
IAMBS
WOOD SCREW
#10
2X WOOD BUCK
OR FRAMING
1.1/2"
3/4"
17.1/2"
17.1/4"
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
1"
17.1/2"
{(
hj 17.1/4"
j]
ITW TAPCON
3/16"
CONCRETE/CMU
1.1/4'
1"
.� 10"
14-3/8"
B2
2- #9 X 21/2" PFH
PFH SCREWS
DETAIL 82
TYP. HOPPE
1- BOTTOM SHOCrr
MULTI -POINT SHOOT BOLT
BOLT PLATE
PLATE LOCATION
HOPPE #2098911
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BUILDING DROPS, INC.
398 L MIA BEACH BLVD. STL 338
DANt4BEAC%rL33=
PH: 195411994Q8
FAX1198f17"A738
371/2" MAX,
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REMARKS
BY 2ATE
Add ADA fill, Multi -Point Lock
GL 6/23/1
Reference DWG. UAOIO871A
ANt /I6/1
�TYP. ANCHOR LAYOUT
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NOTE:
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY.
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N.77
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2• 49 X 21/2" PFH
SCREWS
DATE: 02.05.14
DETAILD2 22 23
rY SHOOT
MULTI -POINT SHOOT BOLT
DWG. Y:
GL TJM
CHK. Y:
SS MSS
SCALE: NTS
PLATE LOCATION
(RH PLATE SHOWN)
D2
DWG. #: D015726
SHEET: OF8
�HEAD SECTION VIEW
............._.._. _._....._.....
�TYP. ANCHOR LAYOUT
�. Isrwn a w� W ®rtA1MP�
A 1/4' MIN, EMBED TYP.
SEE TABLE g
z 0,0
i �
2X WOOD BUCK INSTALL
2X WOOD BUCK ANCHOR PER SUCK ANCHORTABLE
2X WOOD BUCK INSTALL 2X WOOD BUCK INSTALL N
NOTES'
L 2X DUCK 15 NOT FOR INSTALLATION ATSRL
2. ANCHORS MAYBE STAGGERED ASSHOWN IN DETAIL 4/3.
0
BUILDING DROPS, INC.
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REMARKS
BY DATE
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'
2XBUCK ANCHORTASIE
Gr DOORS
,
or DOORS
ASS
MIX EDGE
MIX CENTER
ANCJIORTYrE
SUBSTRATEEMBEDMENT
DIST.TO
SUBSTRATE
TOCENTER
DISTANCE
MAX. O.C.
MAX 04
SPACINGAT
JAMBS
SPACOGAT
JAMBS
ITW TAPCON
1/4'
CONatETE/CMU
1-1/4'
a1¢'
_4'
- _ 2. s. f-
3D1/4'
ELCG ULTRACON
1/4'
CDNCRETE/CMU
1.3/E'-CONC.
1-1/4'-CMU
1'
4'
2v
3D-1
DATE: 02.0!
GGR JM
SCALE: Nr
DwG.N: DOV
SHEET'
3
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INTERIOR
-8 - #9 X 2 1/2" PFH EXTERIOR
W/ STRIKE HARDWARE
4- MPL STRIKE PLATES
LOCK JAMB,
J OUTSWINGSHOWN - INSWING SIMILAR
9 - #9 X 13/4" PFH
8-#9X21/2"PFH W/ HARDWARE
W/ STRIKE HARDWARE (6'-B" & 8'-0" UNITS)
4- MPL STRIKE PLATES
EXTERIOR
INTERIOR
4Q MULTI -POINT LOCK JAMB
5 OUTSWINGSHOWN - INSWING SIMILAR
HINGE SCHEDULE
DOOR HEIGHT
QUANTITY
6'-8"
3
8'-0"
4
HINGE DETAILATIAMB:
PLAECE t19�,21/L"$F,HSCREW-NE(UC!WEATH_ ERSTRIP-T
'
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11
INTERIOR \\'
/ �
_
1- #9 X 2-1/2" PHILLIPS
FLATHEAD WOOD SCREW
\' ..
3-#9X3/4"PHIWPS
EXTENO
FLATHEAD WOOD SCREWS
4 #9 PHILLIPS FLATHEAD WOOD SCREWS
17
USE 3/4" LENGTH FOR V-8- DOORS
USE 1" LENGTH FOR 8'-0" DOORS
HINGE JAMB
5
OUTSWINGSHOWN - INSWING SIMILAR
3-#BX2"PFH 13-#BX 13/8"PFH(6'-8"UNITS)
W/STRIKEHARDWARE �15- E X W/ HARDWARE
PFH RE UNITS)
1-MPL STRIKE PLATE COMES W/HARDWARE
EXTERIOR
INTERIOR
5 MULTI -POINT LOCK JAMB
5 OUTSWINGSHOWN - INSWING SIMILAR
4 - #8 X 13/8" PFH
1-REINFORCEMENT PLATE
HOPPE#2512296
PREPARED BY:
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BUILDING DROPS, INC.
399EDMABFADIUW ,ST M
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PH:1954)39984]B
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REMARKS
BY DA1
Add ADA,llI,Mul".I.t Lock
GL06/3?
Reference DWG.RA010871A
AM09/1(
I Sf A3f OF V:.. :
r6-\ MULTI -POINT LOCK DATE: 02.05.14
5 TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY GL/TJM SS11
SCALE: NTS
DWG.#: n(1157?f
5
MIN.
EDGE DIST.
SEETABIESHEETZ
n
a) HEAD (TYPICAL)
OUTSWING SHOWN-►NSWING SIMILAR
2K WOOD BUCK
N
(OPTIONAL) -
•
a
'� !
% CONCRETE ANCHOR
SEETABHE ONSHEET2
',•!•.•
/
)NCRETE/
ASONRY••
• �'
'OTHER
%
VOODBUCK i :1•'
(OPTIONAL) .
•
' "+ •,
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_ MAX
MAx
SHIM
SILICONE
4 4•
a d
• Q:
, CONCRETE/
' MASONRY
BY OTHERS
OPERABLE SILL
OUnWHNG - NO ANCHOR REQUIRED
SRICONE
d d
•Q d
• a.
, wncaETE/
MASONRY
BY OTHERS
g OPERABLE SILL
OUTSWING-NOANCHOR REQUIRED
OPTIONALLY ANCHOR CAN BE PIAffD IN NARROW
SECTION OF HEAD OR1AMS AS HANG AS MINIMUM
EMSEDMENTAND EDGE DISTANCEARE ACHIEVED.
I- --i —CONCREFWASONNYBYOTHERS
MIN. EMBED.
SEETABIESHEET2
JAMB (TYPICAL)
J OUISININGSHOWN! INSWNGSIMRAR
SILICONE
d 4'
a d
�
CONCRETE/
'
MASONRY
BY OTHERS
OPERABLE SILL
INSWING - NO ANCHOR REQUIRED
SIUCONE
d'
d
LId.
,'
•
,CONCRETE/
MASONRY
BY OTHERS
Og OPERABLE SILL
OUTSWING- NOANCHOR REQUIRED,
BY OTHERS
OPERABLE SILL
INSWING - NO ANCHOR REQUIRED
SILICONE
4 4
d 4
• ' CONCRETE/
MASONRY
BY OTHERS
® OPERABLE SILL
OUTSWING • NO ANCHOR REQUIRED
AFW 440
SWCONE
d d'
a 4
ODNCRETE/
MASONRY
BY OTHERS
OPERABLE SILL -
7 ING/HNSWING -NO ANCHOR REQUIRED
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DATE: 02.05.14
G • M SS MSS
SCALE: NTS
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SHEET: % OFS