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Product Approval
USER:Public User
Product Approval Menu>Product or ADDlication Search>Application List>Application History>Application Detail
FL# FL16708-R9
), Application Type Revision
{ Code Version 2017
Iw ,
{ Application Status Approved
Comments
Archived
(! I
Product Manufacturer JELD-WEN
t Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
> ,w 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
. r
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
� r
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
j Professional!Engineer
❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
r" Evaluation Report
g 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.
j D Validation Checklist- Hardcopy Received
a K is i
Y I
1. use Certificate of Independence FL16706 R9 COI COI JW SS 2015-04-27.2df
Referenced Standard and Year(of Standard) Standard Year
' - TAS 201 1994
4 ¢„;
TAS 202 1994 j
TAS 203 1994
Equivalence of Product Standards
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littp://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM]
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Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R9 Equiv ASTM E84 Eguivalency Letter SS 2017-08-31 pddf
c Sections from the Code
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Product Approval Method Method 1 Option D
t'. r
Date Submitted 04/22/2019
Date Validated 04/22/2019
Date Pending FBC Approval 05/01/2019
r Date Approved 06/18/2019
z
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�a ryof Pro..d.._.u._c.._tsF _ Model,ry-.u.mber �.
- -
or Name Description
1 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
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010871A X.OPQSS 2017-02-091pdf
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: 111-16708 R9 AE PER4663.1 SS 2017-11-17.]d
Created by Independent Third Party_ Yes
t'
9 n_g O p ,_.�8-O Inswing
f 16708.2 B Desi n Pro/Smooth Pro Fiber lass Sin le X Im act Glazed Door 3-0 x 6-8 and 3-0 x
w � and Outswing
Limits of Use - _ —T Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010872A X. GLZ SS 2016-08-26iodf
(( 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 R9 AE PER4438 1 SS 2017-11-17.pd I
Created by Independent Third Party: Yes
I 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 R9 II'A010873A XX.OPO SS 2017-02-09.udf
p, U Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
„ f Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4664.1 SS 2017-11-17.0
! Created by Independent Third Party: Yes
� ya
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 -
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
t Impact Resistant:Yes Created by Independent Third Party: Yes
ty` Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AF pER4440.1 SS 2017-11-1_7.Rdf
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
' a Fiberglass_ 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing I
< Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010875A OXO. OX OPO SS 2017-02-09.odf
` Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
t Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: :FL16708 R9 AE PER4665.1 SS 2017-11-17.pdf
'Created by Independent Third Party: Yes
e .. �»,.::`ted ....,.��.� ___.__..__ —.....-........__� ...a-_....__...._� ...... I __......__�
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZjn6TudWOg6cFUlGh3R4CIxCUXCdc%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM]
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Florida Building Code Online
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, 9 116708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9-
O z 6-8 and 9-0 x 8-0 Inswing and Outs
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes Fli 16708 R9 II A010876A OXO OX GI 7 SS 016-08- 6.[�
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 PER444 2017-11-17,12d
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 Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
4
�{ Limits of Use Installation Instructions
? . Approved for use in HVHZ:Yes FL16708 gg ii A010877A OXXO.OXX OPQ SS 2017-02-
% Approved for use outside HVHZ:Yes 09,pdf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
j' Design Pressure: N/A Created by Independent Third Party: Yes
! Other: Evaluation Reports
l FI 16708 R9 AE PER4666 1 SS 2017-11-17[Ldf
Created by Independent Third Party: Yes j
16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Glazed i
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 R9 II A010878A OXX0,OXX GLZ SS 2016-08-
` Approved for use outside HVHZ:Yes 26Todf ,
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
r Design Pressure. N/A Created by Independent Third Party: Yes
l Other: Evaluation Reports
• FI 16708 R9 AE PER4444.1 SS 2017-11-17.pdf
# 4 Created by Independent Third Party: Yes
1
"a
y _ Contac[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.::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.
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398 E. Dania Beach Blvd.
BUILDING DROPS I Suite 338
Dania Beach,FL 33004
A Perfect Solution in Every Drop
;. Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
i
April 27, 2015
I
TO: Whom It May Concern
i
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
I
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR.97601
Dear Sir(Madam),
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To the best of my knowledge,the above-mentioned product conforms to the current j
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
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, `�������►►►►����
o. 7
b % T T
�o : Cp DP•;����u`
1SS/� ���� Digitally signed by Hermes F.Norero,P.E.
�j/' NAS- �� Reason:I am approving this document
��►►► t t,, Date:2015.04.27 20:14:19-04'00'
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Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
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Page 1 of 1
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398 E.Dania Beach. Blvd
BUILDING DROPS
i Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
idCertificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdropi
Is.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 5th Edition
Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Building Code.
The testing on the products complies with the requirements specified within the ASTM E84-13 standard, as required by
the 6th 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,
````11111111111111 i
SESF
0 '
. 0
7
0,\'
S/ONAL f ,': 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
i
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).
I
Page 1 of 1
PREPARED BY:
jEL113rWEN Ir
BUILDING
BUIE D :G
DROPS,
W1 NDOtqS R DOORS BEACH DANIA
pANNBA194119541
4738
WEB:www.bu14in84,4Pvc4m
DESIGN PRO/SMOOTH PRO/STUDIO ^371/2"MAX.,
IMPACT APPROVED O.A.WIDTH w a
6
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2°Max. 5 o o —„z a a m
e O.A.WIDTH ® a 0
s a I=-C Ell L
GENERAL NOTES: ® \ Lu mx
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA I 3 p a Q t7
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: _ s z EY > z Z.^
• TAS 201-94 = a 0 0 a` J Q
• TAS 202.94 F- Z Lu W"
•
TAS 203-94 : = 11A 3 O re w 5 _j w `
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE E7 m 4 ® s p ?ii¢ s 6 E7 O d. E=jl
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z LL 5 0 ACTIVE 3?a s ® ACTIVE = u
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 z< s L0 �-3 0 5
INSTALLATION. N O s = p 2 a� v �++ d 1""I
0 i
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 51TE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. Add ADA sill,Mulp-Pain[Lock cl /23/14
L I
4. APPROVED IMPAR PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT a 4 s s 2 a s 3 4 s 6 7 e s
RESISTANCE. 4 4 4 4 't 4 4 4 4 4 4 4 4 4
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP•ELEVATION S TYP•ELEVATION Z „ms;",µ;NOt DE RFPgpOkFp iu"Ll
xwr«[pq vRgl
DOORS ARE QUALIFIED. a•a•DooR xnaNr ra•Opo•xEIBNT VAEWIa wRmEx CONSENt pr euADv«r o•DPs.me
_ MpgRNWS
Nt eR[To IN. NOT PERMIiIm AND
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 LOCATION PROTECTED BY ����ES F'•ry0
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.0 `����Q- `G'' ••(C.p���
JZIY :0
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. •O T T a:
:pow'•:9C OP:'?44/
...........
JSB E.Dj�DjQ{OOJJ.k�.kp8..��I(N(11{f{88A{{yyYg4S��Y-A\�``\
''pANI.(dfA440.3AA4
TABLE OF CONTENTS ranrzFg7,aG ADTxoRianoxxo.79s78
SHEET REVISION SHEET DESCRIPTION tally signed by Hermos F.Norero.P.E,
Zson:I am approving this dopument
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2017.02.0915:24:09-05'00'
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. Y:
4 A VERTICAL ASSEMBLIES MAX.OVERALL DESIGN PRESSURE(PSF) GLjTJM SS'MSS
NOMINAL SIZE MISSILE tk
5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS
6 A WOODSUBSTRATES WIDTH HEIGHT POS. NEG. POS. I NEG. TING DWG.p:A010871A
7 A CONCRETE SUBSTRATES X T-0" 6'-8" 65• 65 65' 65 UMI&SMI SHEET: 0F81
-- - - _- - -- 8- - - - ---A-'—---- ---- - -COMPONENTS&BILL-DF MATERIALS--- --- --- ----- -__--__-- ___ --_ _- ___ _ ___ T-7
'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES:
PREPARED BY:
1. ONE(l)INSTAI LATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).M
AXIMUMALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/15 INCH OR GREATER OCCURS.SHIMIS)SHALL BE 39B E.DAMA BEACH BLVD-STE.331
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DAWw BEACH.NIL 3=4
PH.195AI399 WB
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO PAE:I9sal)un>3B
37 1/2"MAX.
STUCCO,FOAM,BRICK VENEER,AND SIDING.
, wEB..w..B�amBdovP.raA
1-2.A.WIDTH
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. O W
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1,
C2 C2 O dmNo
MANUFACTURER'S INSTALLATION INSTRUCTIONS. pZm
mo
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ohm m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE ® C j z W LL v e
SHELL OF BLOCK. 1O I 4 0 Nit
g x =
ma
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O¢ O
CONCRETE/MASONRY CONSTRUCTION. _ 0 q }Q
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ;: m m p C J
FOLLOWING PROPERTIES: m..W 2 F a w IZ�
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. n w
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z_ m E3 = 0 = W'
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTHz" u u U
3_Q z z u Z
OF 2000 PSI AND GROUT CONFORMSTO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 < <
PSI. =O Z O vWWi N O Q J
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q
OF 2000 PSI.
CU p-
8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ~
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING, F ri
Z REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add non sUI,MuItI-PDtN3 tori GL G/23/3
EMBEDMENT AND EWE DISTANCE ARE ACHIEVED.
A2 A2
ANCHORTABLE �TYP.ANCHOR LAYOUT
6'd'6 B'.B•j HMO
Wc
6'8"DOORS '0"DOORS Aros LL Bl AEPRCB DW==CAPAATC
LMT TMwTTfrBCCPs 1 MIn
_ .
ANCHOR MIN. MIN.EDGE PBLVBNG wcDRDPsDB-H—
ANCHOR TYPE SUBSTRATEMAP(ING3 TOTu19 BO[DMENi M[NDt PlRM11TfDAND ---
SIZE EMBEDMENT DISTANCE MAX.O.C. LCI�0.�Al
SPACING AT \\ A�S F•JAMBS ♦ �C�,,. /�
NOTE: �!(j •, � ��
2x wooD BucX NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLI. Z O
WOOD SCREW R10 OR FRAMING 1-1/2' 3/4" 17-1/2" '� ".
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4' 2-1/2" 17.1/2" 37-1/4" -0 T T w
-)3 '..
O
3-3 -CONC. i T .
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17.1/2" 17-1/4" �i (C '•••••"• C7� ♦♦
1-1/4"-CMU // shy p��n��,((r1 ♦♦
ITWTA CON 31 CONCRETE/CMU 1.1/4" 1" 10° 14-3/8" 3BBf�,xl9tdj '�4o�}AL
I,—CERE.CF ADMO NATB3D ND 39P8
B2
2'99 X 21/2"PFH
SCREWS
DATE: 02.05.14
2-99 K 2 1/2"PFH DETAIL D2 22 23 DWGTYP.HOPPE
. Y: CHK. Y:
PRI SCREWS POINT SHO
MULTI-POINT SHOOT BOLT GL1TJM SS MSS
• PLATE LOCATION SCALE: NTS
DETAIL B2 (AH PLATE SHOWN)
IYP.HOPPE 1•BOTTOM SHOOT D2 DWG'p-AO1OH/'7
1A
MULTI-POINTSHOOTBOLT BOLT PLATE SHEET: OFB
PLATE LOCATION_ HOPPE B2098911
------ -- ---- - -------
SILL SECTION VIEW AHEAD SECTION VIEW -- ------ -- -- —-
IM:WINGSNOWNOIRSWWG5IMBM INSWING SHOWN DDISWINGSIPAWr
SEF DETML B3 SFF DRAll03
PREPARED DY:
BUILDING DROPS,INC.
M E.DANw BEACH BLNO.S3E.330
4 1/2"TYP. 4 1/2"
DANIA BEALH.PL 13001
TYP. v
H• PH:105AI1B4.473
1 1/2"OFFSET PnX.IssePAA.4]1e
WEB:"Av.euIlNgdrPOuom
C) b
30 cr
m SL230 SL130,LEFT SL130,RIGHT SL230,8'0" SL130,8'0" Z a j Fa- m a
o0- mw Mg
O Q X 0 x
U N L7
\CL J Z_
a ZZ.
O O WD
F-U ^j
O O Q F�%
REMARKS BY DATE
�
TYP.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SL300,RIGHT SL600 ddADAsiII,MultIPoiMLock GL /23/14
3 oNu3P euawcono¢1FEMAsoNPr
QUALIFIED SKIN PATTERNS Add Q.116-Skin Patterns S =212=/=
.250.+.010 X AXDsx,u xot ar RtPBDwtf elNwxwe oP R,Pt
Ll
WRNDUt•nRIRF4 CONSENT UgfXN40N[NS.wC.
+010 1MPgINfS IONTH150D<UM[Nl ARL NOfxDPEPMIt1E0FA`A1
-.030..+.010
11/4"MIN.EMBED TYP. IF Ai
2i r2-\TYP.GROOVE DIMENSIONS
oN SEE TABLEZ._ 3 N
Ci pi I v TfIT /
w 2X BUCK ANCHOR TABLE ��O,c••;9( �P;•\��Y``
Lo
•.. %�FS t•o.......•
w o I I I 6'6'DOORS 8'0'DOORS '�j�'$•yp '(;,-,YN\\\\
L2X WOOD BUCK 2X WOOD BUCK INSTALL. �1g
ANCHOR PER BUCK ANCHOR TABLE ANCHOR MIN. MIN,EDGE MIN.CENTER avet.D� 4A
ANCHOR TYPE 512E SUBSTRATE EMBEDMENT
DIST. TO CENTER U -1
SUBSTRATE DISTANCE MAX.O.C. MAX.D.C. DVF anr.DV Au]xowuRax xa zn]e
SPACING AT SPAAT
[312X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. JAM sAM S
@D4S SFCTON 3 SIOENFW
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4• 2-1/2' 4" 25" 30.1/4" �I
ELCD ULTRACON 1/4" CONCRETE/CMU 1-3/B•-CON[. 1• 4" 25" 30-1/4" DATE: 02.05.14
NOTES: 1-1/4"-CMU
DWG. Y:
GL TJMw� SS MSS
I. 2X BUCK IS NOT FOR INSTALLATION AT SILL SCALE: NTS �L
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG,N:A010971A
SHEET: OF 8
PRE?ABED BY:
BUILDING DROPS,INC.
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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
I
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrop�.com
Product Evaluation Repor �
Of
I
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
Report No. 4663.1
I
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 C-8"(Nominal)
3'-0"X 8'-0"(Nominal)
Prepared For:
j f.;1.D-WN F n c`
3737 Lakeport B)vd. F IO'rr��i
Warmth Falk, Old. 97601 i�
Prepared by:. ` s��•�-�� -. 0
Hemi,. F. FAiorero' P.E. Z Mfr
Florida Professional Engineer#73778 = -D T�T ir
Date: 11/15/2017, i�0 C O Op'.' ��:
Contents: �� �.��•'••.,, .''•'•
Evaluation Report Pages 1-4
Digitally signed by Hermes F.Norero,P.E. Hermes Pf. IU1ii'�?01 P.E.
Reason:I am approving this document Florida No. 73778
Date:2017.11.17 10:34:29-05'00'
I
I
I I
I '
BUILDING DROPS
Date: 11/15/2,017
A Perfect Solution in Every Drop! Report No: 463 .1
Certificate of Authorization:29578
I
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Doors
i
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.
i
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.
5. See Installation Instructions A010871 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
i
BUILDING DROPS
' Date: 11/15/2017
A Perfect Solution in Every Drop!
__;• Report No: 4663.1
'. Certificate of Authorization:29578
i
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 j
• TAS 202-94
• TAS 203-94 j
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories,j
(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
N CTL-210-3925-03 02/07/14
TAS Report Engineer of Record:Gerard J. Ferrara, P.E. i
i I
Report# Report Date:
SJW2013-194 w/addendum 06/10/14 I
SJ W 2013-131-TAS 07/02/13
SJW2013-206-TAS 11/13/13 j
TAS Report Engineer of Record: Kevin P.Tyra, P.E.
j
Report# Report Date:
SJ W2013-246 12/17/13 j
SJW2013-231 12/03/13
SJ W 2013-251 12/23/13
SJ W 2013-252 12/23/13
SJW2013-253 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)
i
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
I
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BUILDING DROPS
A Perfect Solution in Every Drop! Date. 11/15/2017
� Report No: 4663.1
Certificate of Authorization:29578
I
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
1 I
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
FForete(Min.fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where
X), non-structural, wood bucking is employed, use 3/16"diameter ITWTapcon
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 HEIGHTRATING
PO5,
NEG, POS, NEG.
X 3'-0" 6'-8" 65 65" 65 LMI &SMI
X 3'-0" $'-0" 50" 50 50" SO LMI &SMI
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4