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Product Approval Menu>Product or ADolication Search>Application List>AoDlication History>Application Detail
1'
FL# FL16708-R9
Application Type Revision
Code Version 2017
Application Status Approved
t°
p ten :
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
r} —
r Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
ry Klamath Falls, OR 97601
(800) 535-3936
t`' # customerserviceagents@jeld-wen.com
`w
' •�` Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
� K !
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Q ❑ 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
r
Quality Assurance Contract Expiration Date 12/31/2022 vol
Validated By Locke Bowden P.E. �r� ���1�tq�y��
Validation Checklist- Hardc p ecerv
q O®e ®� O� Q SIN
Certificate of Independence FL16708 R9 COI COI JVV 2015-04-MCC
Referenced Standard and Year(of Standard) Standard Year
tt: TAS 201 1994
h.' TAS 202 �jj$94
H r= � TAS 203 Re x1994
Equivalence of Product Standards
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDqu8obl%2flZin6TudWOg6cFU I Gh3R4CIxCUXCdC°/2fAKQew%2f6Q%3d%3d[7/9/2019 4:02:,8 PM]
Florida Building Code Online
Certified By
- Florida Licensed Professional Engineer or Architect
x FL16708 R9 Equiv ASTM E84 Equivalency Letter SS 2017-08-31pdf
Sections from the Code
6�
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Product Approval Method Method 1 Option D
2
Date Submitted 04/22/2019
Date Validated 04/22/2019
a" Date Pending FBC Approval 05/01/2019
_ Date Approved 06/18/2019
Summa of Products,�
FL# Model, Number or Name Description i--�
16708.1 A Design Pro/Smooth Pro/Studio Single(X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
''-$ i w Limits of Use Installation Instructions
R Approved for use in HVHZ:Yes I FL16708 R9 II A010871A X QQ SS 2017-02-09.pd
t' E Approved for use outside HVHZ:Yes 1 Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
" Design Pressure: N/A Evaluation Reports
J Other: FL16708 R9 AE PER4663.1 SS 2017-11-17.Ddf
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 R9 II A010872A X. GLZ SS 2016-08-26.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 R9 AE PER4438.1 SS 2017-11-17.pdf 1
` 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
*x Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
= Approved for use in HVHZ:Yes FL16708 R9 II A010873A XX. OPO SS 2017-02-09.pddf
`'Zy VV Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 I
` t Impact Resistant:Yes Created by Independent Third Party: Yes
4 Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4664.1 SS 2017-11-17.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 j
���� � Inswing and Outswingnh
I1
Limits of Use Installation Instructions -
�' 3 Approved for use in HVHZ:Yes FL16708 R9 II A010874A XX GLZ SS 2016-08-26.�df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 i
k Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
I-' Other: FI 16708 R9 AE PER4440 1 SS 2017-11-17.odf
,. Created by Independent Third Party: Yes
^ Wl t 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door
' Y 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 R9 II A010875A OXO. OX OPO SS 2017-02-09.[L
k Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
R A Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4665 1 SS 2017-11-17 pdf
Created by Independent Third Party: Yes ., •• _�
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDqu8obl/2flZin6TudWOg6cFU 1 Gli3R4CIxCUXCdC%2fAKQew%2f6Q%3d°/`3d[7/9/2019 4:02:38 PMi
Florida Building Code Online
16708.6 (F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9- I
0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
r, Limits of Use — Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010876A OXO, OX GLZ SS 2016-08-26.0f
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 R9 AE PER4442.1 SS 2017-11-17.pdf
r"" Created by Independent Third Party: Yes
16708.7 G Design Pro/Smooth Pro/Studio I 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 j
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010877A OXXO OXX OPQ SS 2017-02-
E � Approved for use outside HVHZ:Yes 09.12df
` Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
";= N Design Pressure: N/A Created by Independent Third Party: Yes
��• �" � _" Other: Evaluation Reports
FL16708 R9 AE PER4666.1 SS 2017-11-17.[Ldf
Created by Independent Third Party: Yes
k a
v 16708.8 ^T 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
a �
a Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010878A OXXO,OXX GLZ SS 2016-08- j
Approved for use outside HVHZ:Yes 26.Ddf it
a Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 I
s Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R9 AE PER4444.1 SS 2017-11-17.12df
Created by Independent Third Party: Yes
Oil
*� 1 R9q 9 xn xrc.
' za�, t(5 r "+• Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
t > - The Stale 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
r' 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 _.
f.: Product Approval Accepts:
Credit C8rd
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU I Gh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/2019 4:02:38 PM1
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004P
8478H
954.399.
Certificate of Authorization:29578 954. 99.47 8 H
contact@buildingdrops.com
April 27,2015
TO: Whom It May Concern
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, �����iii►i�/
g F. OAF
��•' �,�'G
. 0
= o. 7
`a T T
�N ���
00 �� ��� Digitally signed by Hermes F.Norero,P.E.
N� `,, �� 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
BUILDING DROPS 398 E.Dania Beach. Blvd
L A Perfect Solution in Every Drop! Suite 338
Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buiIdingdrops.com
August 24,2017
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Jeld-Wen
3737 Lakeport Blvd.
Klamath Falls,OR 97601
This document shall serve to state that Jeld-Wen products tested in accordance with ASTM E84-05 as per the 51h Edition
Florida Building Code shall be qualified for the requirements of the 61h Edition Florida Building Code.
The testing on the products complies with the requirements specified within the ASTM E84-13 standard, as required by
the 61h Edition Florida Building Code.This standard is listed under Chapter 35 of the current Florida Building Code and
titled "Standard Test Method for Surface Burning Characteristics of Building Materials".
ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05.All test results meet or
exceed requirements of the 6th Edition Florida Building Code.
Respectfully submitted,
7 r
r .o • T T � `
UJ
44/
���is`S�ONAL E! -, Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document
Date:2017.08.31 09:51:27-04'00'
Hermes Norero, P.E.
Florida Registered Professional Engineer#73778
Certification of independence:
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 this report is being
issued.Also,I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed
product(s).
Page 1 of 1
PREPARED BY:
BUILDINGGDROPS,INC.
jEL113rWEN
W I v D 0 FV 5 8c D O O R S 399 E.DANIA BELCH BLVD.STE JJB
DANIABEACH,IL3J—
vx 19sn139€ n
19s•11J•.A"a
WEB:wuw.b,!di,,di —
DESI GN PRO/SMOOTH PRO/STUDIO ^371/2"MAX._ o 0
IMPACT APPROVED 6 D.A.WIDTH z m
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX. 6 o o ,—�„z o n m
O.A.WIDTH W J
®
6 J 40 �a 5�
5 < tiC v1 W 1O�a
GENERAL NOTES: z Lu
Z m x
\ �U g(7
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ® 3 p a Q 0
BUILDING CODE(FOC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: \ _ s 1 n w z Z.
• TAS 201-94 - cx
• TAS 202-94 6.9 z Lu
= w'
• TAS 203-94 ti�i= 3 O m r w S g OC
0 J W i
5 s f- m C`- W Q
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE lJ m e O p z�j LL s EW7 U N
Ll
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE LL s 0 ACTIVE N?a 6 ® ACTIVE = O}}•W
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF v ~ f
INSTALLATION. 3 O s = p z CL
O Z m H
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR f
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY1 DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. Al L Add AD4 ill,MUIU-PDInE Lad GL 6/23%14
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 a s s 2 e 9 3 a 5 6 7 B 9
RESISTANCE. 4 4 4 4 a 9 4 4 a a o a a
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH 1 TYP.ELEVATION 1 r2�TYP.ELEVATION 2 w NM Fx P Pw - 4
Y opOa NEIGM rm JHAr:rvot-E RE=..rD ix WHp[op P
DOORS ARE QUALIFIED. sa•DooAHrwHr r- unlxourvmmrrvcoxuxT or-ultORwi oR rsixc
AErFMnaxs.IDomoxs,xsxrpHwc,a OTHER
YR[INGS f0IH6 DONMEHT M[NOTRFRMIiIm IND
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF. vAUDA -I
REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT x`,`
PRODUCT MEETS THIS REQUIREMENT,PRO DUCT SHA LL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY �S� ES F• O
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT IS 21.0 `����Q-�,.••"'•'• •����i
Z;i ys' :O
NOTE: NN ?--
DOORS SHOWN ABOVE MAY BE
OR RIGHT HAND OPERATING DOORS, b TfIT `
�•9D'�•D....rj.(..�.g....�.. \�'�•
TABLE OF CONTENTS r-PE VERY.OF AUTHDROMON No,r111-
SHEET REVISION -SHEET DESCRIPTION Igltally signed by Hermes F.Norm,P.E.
eason: am approving this tlo6ument
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ete:20702.09 15:24:09-05'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK.gY:
MOMAX.NALOVESIZEALL DESIGN PRESSURE(PSF) GLjTJ M SS
/MSS
4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATIONINSWING OUTSWING IMPAR SCALE: NTS
6 A WOODSUBSTRATES WIDTH HEIGHT POS. NEG TING DWG.J1:AO10871A
7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" 65• 65 65• 65 UMI&SMI SHEET: OF 8
8 A COMPONENTS&BILL OF MATERIALS 50• 50
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES: PREPARED BY:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
1Z
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE 398 E.DANIA BEACH BLVD.,STE.339
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, DAI I BEACH•f133m4
PH:195413998478
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO37 1/2"MAX. PAx:t9s4Pu.41M
STUCCO,FOAM,BRICK VENEER,AND SIDING. ~O.A.WIDTH T wEB.vwu.b.Mmwdno4Pnn
N
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3„TYP. p Lu
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2 O ~ r
�m�o
MANUFACTURER'S INSTALLATION INSTRUCTIONS. zCc
F o m
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® 0 O z o h W m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE I 4 j Q w8
v e
SHELL OF BLOCK. I ti a ul
ul m d
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK F ¢ =O
CONCRETE/MASONRY CONSTRUCTION. _ F.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE •m�-I = m m p a
FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. ^ °C 0
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z Ox E3 = 0
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 z z 2 w z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000jNaO W Ct a D Q A
PSI. u
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O U
OF 2000 PSI.
8, SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ~
F
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING, i
REMARKS BYJ DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM _ Add ADA sal,Multi-PDint L°Ak GL 623/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
A2 A2
ANCHORTABLE 1 TYP.ANCHOR LAYOUT
6'-8'alt'-0'[M)oR HUGO
6'8"DOORS 'O"DOORS AND—
ua�mH ouuvl DF eulnwo�Ps.mE.c
WnA HI M DR DHFR
MARLINES TD THIS DOCUMENT ARE HDT PERAIVED AND
ANCHOR TYPE SUBSTRATE
ANCHOR MIN. MIN.EDGE "I'A11°' 1pN
\\ /�
SIZEMAX.O.C. MAX.O.C.
E EMBEDMENT DISTANCE \ •� I�
SPACING AT PACING AT `�\\SES F. p
JAMBS JAMBS
NOTE: � Ytj •, � ��
2X WOOD BUCKNO ANCHORS REQUIRED AT THE SILL FOR SI NGLE DOORS(X)ONLY.
WOOD SCREW 010 OR FRAMING 1-1/2" 3/4" 17.1/2" 17.1/4" 7 ",
ITWTAPCON 3/16" CONCRETE/CMU 1-1/4° 2-1/2" 17.1/2" 17-1/4" = TrT
� O'
L3mEwLmC=0"UmLmTmRmAmCmm0"Nw
1/4° CONCRETE/CMU 1-3/8"-CONC. 1" 17-1/2" 17-1/4" i T� .....
1-1/4„-CMU �sNS��TtYGRN\\\\\
TWT CON 3 6mp- CONCRETE/CMU ]-1/4” 1" 10° 14-3/B" 39R EAW 'µ\�3R
PE CERca+uTn D x9s7e
B2
2-09 X 2 1/2°PFH
SCREWS
DATE: 02.05.14
2-#9X21(2"PFH DETAIL D2 I
ZZ Z3 DWG. Y: CHK. Y:
PFH SCREWS TOP'HOPPE GLTJ M SSAMSS
MULTI-POINT SHOOT BOLT
• PLATE LOCATION SCALE: NTS
DETAIL 02 (RH PLATE SHOWN) A010871A
DWG.0:
EYP.
..Pp
I-BOTTOM SHOOT
MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: OF8
PLATE LOCATION HOPPE 92098911
[SILL SECTION VIEW C HEAD SECTION VIEW 2
INSWING SHOWN OUf5WWG50.1NARINSWING SHOWN ouR .GvI
SEE DRIIL Bl EFF DDAll03
PREPARED BY:
BUILDING DROPS,INC.
n8E.DAN BEACH
41/2"TYP. 41/2°TYP. DANIA BEACH,B`V30C4 338
PH:—)3M&78
11/2"OFFSET FAX:1553134.433e
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SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8'0" a j zz 5 a
pq DO mg'LL
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P.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 REMARKS BYJ DATE
3 PTIONu3X BUCI(W[ONOIETF/MUONRY Add ADA sill,Multi Pint Lock GL 6/23/14
QUALIFIED SKIN PATTERNS Add Qualified Skin Patterns IS 12121/16
.2501.010 x. u H x P nnw
M...1 NOT&RLPiDpn u-N01F OR PMC
+010 WnxcuTONS.Dicars[ DFBUAaxcauxs.t
D92 nIEERATgNE.AOprtiONi.xiGxD40110 RORxER
_00S .030f.010 YARRWf3}OTxO00NMFM ARE HOT PFRMREFDAYO
11/4"MIN.EMBED TYP. I I ow..
F. 0,����i�
�TVP.GROOVE DIMENSIONS �Q� •
4�':
SEE TABLE7zhoc � , ,2X BUCK ANCHOR TABLE O •. 4mI.. - % CC'°.........
L2X WOOD BUCK INSTALL. 6'8°DOORS 8'0"DOORS ("
2X WOOD BUCK MIN.EDGE MIN.CENTER yq Crl
ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER 3Der pnnMn��Er�M }E��sR
SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. aR ExRt.DP Rumoarut.w Ha 395Pa
�2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. SPIAAM SCING AT SPAS SAT
DOSS SE(TON 3 SIDE NEW
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4' 2-1/2' 4" 25° 361/4" �1
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/B"-CONC. 1" 4' 25° 361/4" DATE: 02.05.14
NOTES: 1 -CMU DWG. Y: CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. G CA M ss/mss—
SCALE:
S MJSSCALE: NTS �L
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.N:A010871A
SHEET: OF S
3
PREPARED BY:
BUILDING DROPS,INC.
198 E.DANA BE BD/D.,SlE 118
PNp;99UME4 69
FAX.(95RITR4.49IR
R\\.\ WEB www puiiNwgO.apR<om
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4 OUTSWING SHOWN-INSWING SIMILAR INSWING 4 OUTSWING CL Q F ;
ENDURAZAIL4565F AFCO J-2297 Z U X7]0
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c1—EXTERIOR INIERIOR REMARKS BY DATE
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398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
£= 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
Product Evaluation Report
Of
JELD-WEN, inc.
Design Pro/ Smooth Pro / Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
.sore: No. 4663.1
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro/Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: 3'-0"X 6'-8"(Nominal)
3'-0"X 8'0'(Nominal)
Prepared For:
jELD-WEN, inn.
3737 Lakeport Wvd. S F O ��i
Klamath Falls, OR. 9760 �.
Prepared by: �� �� . 0
Hennes F., Norero, P.E,,
Florida Professional Engineer#73778 = 'o T�T
Date: 11/15/2017 % �O •' (p pP,�• <v'
Contents: F •'••.,,,,.••'• Gam`
Evaluation Report Pages 1—4 �i�`S/ONA1-
Digitally signed by Hermes F.Norero,P.E. Hermes OWWO', P.E.
Reason:I am approving this document Florida No. 73778
Date:2017.11.17 10:34:29-05'00'
BUILDING DROPS
Date: 11/15/2017
A Perfect Solution in Every Drop!
Report No: 4663.1
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Door Assemblies
Compliance Method: State Product Approval (1)(d)
Product Name: Design Pro/Smooth Pro/Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone(HVHZ)
3'-0"X 6'-8"(Nominal)
3'-0"X 8'-0"(Nominal)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc.
based on Method 1d of the Florida 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 A010871,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
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010871 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions A010871 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
//.\\,
BUILDING DROPS
Date. 11/15/2017
A Perfect Solution in Every Drop! Report No: 4663.1
a
Certificate of Authorization:29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency 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
(FBC Organization#TST1589)
Report# Report Date:
NCTL-210-3916-02 w/addendum 06/10/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
NCTL-210-3925-03 02/07/14
TAS Report Engineer of Record: Gerard J. Ferrara, P.E.
Report# Report Date:
SJW2013-194 w/addendum 06/10/14
SJ W 2013-131-TAS 07/02/13
SJW2013-206-TAS 11/13/13
TAS Report Engineer of Record: Kevin P.Tyra, P.E.
Report# Report Date:
SJ W 2013-246 12/17/13
SJ W 2013-231 12/03/13
SJ W 2013-251 12/23/13
SJ W2013-252 12/23/13
SJ W 2013-253 12/23/13
SJ W 2014-032 04/22/14
SJ W 2014-073 06/26/14
SJ W 2014-077 06/27/14
SJ W 2014-072 06/27/14
SJ W 2014-080 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
A Perfect Solution in Every Drop! Date: 11/15/2017
Certificate of Authorization:29578 Report No: 4663.1
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: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate (Min.S.G.=0.55), use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
B. For concrete(Min.f'c=3000 psi) or masonry(Conforms to ASTM C90) substrate where
one by(IX), non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon
or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete(Min.f =3000 psi) or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed,use 3/16"diameter ITW Tapcon or%"Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions(A010871)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX,OVERALL DESIGN PRESSURE(PSF)
NOMINAL SIZE MISSILE
CONFIGURATION INSWING OUTSWING IMPACT
WIDTH HEIGHT RATING
POS, NEG. POS. NEG.
X 3'4" 6'-8" 65' 65 65x 65 LMI &SMI
X 3'-0" 8'-0" 50 5(l 50" 50 LMI &SMI
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4