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FL# FL16708-R9 ST. Lucie County, i'Crl
` s Application Type Revision
RECEIVED
Code Version 2017
Application Status Approved
GFS, :
NOV 122019
Comments
ST. Lucie County, Permitting
Archived �I
.x a Product Manufacturer JELD-WEN [ '
Address/Phone/Email 3737 Lakeport Blvd ' � L�n ® FOF
��[�
Klamath Falls,6 97601 CO” pd lli'�Iw
(800) 535-3936 V 'A /�
d fbcl@jeld-wen.com ST. LUCIE COVNe
�}
Authorized Signature Rylee Sumner Fricks B CC
n�
`f fbcl@jeld-wen.com
r .< VIATechnical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
s Klamath Falls,OR 97601
(800)535-3936
- �
= customerserviceagents@jeld-wen.com
Quality Assurance Representative
Q, Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
c* Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
fi Professional Engineer
> ` x Evaluation Report- Hardcopy Received
x.
i e Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Irs� Evaluation Report
Florida License PE 73778
k c As Quality Assurance Entity National Accreditation and Management Institute
r Quality Assurance Contract Expiration Date 12/31/2022
" pt ya Validated By Locke Bowden P.E.
ZU
i] Validation Checklist- Hardcopy Received
* a" - Certificate of Independence FL16708 R9 COI COI JW SS 2015-04-27.pd
Referenced Standard and Year(of Standard) Standard Year
I TAS 201 1994
� z TAS 202 1994
{'3 TAS 203 1994
r� x *
r`
Equivalence of Product Standards
litip:/Iwww.floridabtiifding.org/pr/pr_app_dtl.aspx?parain=wCEVXQwtDgti8obl%2fZin6TiidWOg6cFUlGlt3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM]
Flori8a Building Code Online
Certified By
' "n Florida Licensed Professional Engineer or Architect
{ FL16708 R9 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.[)df
b
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/22/2019
Date Validated 04/22/2019
Date Pending FBC Approval 05/01/2019
Date Approved 06/18/2019
Summary of Products
FL'# Model,Number or Name Description
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 OPO SS 2017-02-09.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
°r G Impact Resistant:Yes Created by Independent Third Party: Yes
j Design Pressure: N/A Evaluation Reports
t 7f" Other: FL16708 R9 AE PER4663.1 SS 2017-11-17.12df
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
--------_......._ _.____ ._-------_._.......__.......__ _—........... — —__. ,......-_----j
r , ILimits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010872A X GLZ SS 2016-08-26.odf
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
f #' Other: FL16708 R9 AE PER4438.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
r f 16708.3 I C Design Pro/Smooth Pro/Studio Double(XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8 0
fi: �� Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
r Approved for use in HVHZ:Yes FL16708 R9 II A010873A XX.OPQ SS 2017-02-09.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 R9 AE PER4664.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
16708.4D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 I
Inswing and Outswing
Limits of Use Installation Instructions j
Approved for use in HVHZ:Yes FL16708 R9 II A010874A XX 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
N Design Pressure: N/A Evaluation Reports I
Other: FL16708 R9 AE PER4440.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes i
16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door
'k a`> 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.odf
s Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
R ;{ 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 1df
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2FlZm6TudWOg6cFU IGh3R4CIxCUXCdC%2fAKQew%a2f6Q%3d%,d[7/9/2019 4:02:38 PM]
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-
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 A010876A OXO,OX GLZ SS 016-08- 6.[Zd_f
`v 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 PER4447 1 SS 2017-11-17,12df
r° 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
F, Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing j
Limits of Use Installation Instructions j
h `} Approved for use in HVHZ:Yes FL16708 R9 II A010877A OXXQ, OXX OPQ SS 2017-02- I
Approved for use outside HVHZ:Yes 09TDdf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 {
r
x ; , Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
% FL16708 R9 AE PER4666.1 SS 2017-11-17.pdf
f' 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
p _ Approved for use in HVHZ:Yes FL16708 R9 II A010878A OXXO,OXX GL7 SS 2016-08-
# "'' Approved for use outside HVHZ:Yes 26,Ddf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
` I Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
f � FL1670S R9 AE PER4444.1 SS 2017-11-17 Pd
4 Created by Independent Third Party: Yes
tw� S
Y
*-ry
s x Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coo right 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
rr 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:
Credit Card
Safe
t
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGhiR4CfxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM]
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop
at 954.399.8478 PH
Certificate of Authorization:29578
954.744.4738 FX
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, `o%tttII��l�����
SES F. O '0 i
r
0 7
�i ••......• ' ' N
S/O s` 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
Suite 338
X A Perfect Solution in Every Drop!
Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.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,
ES F O'����i
'Z�� 'AO
7 _
;k\
mow`
```
!/ONS t {�?�� Reason:I amnapp approving this docoument
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:
JELIRWEN _ BUILDING DANIA DROPSs,,INC.
1Y 1 N D O W 5 (k DOORS DANIAUE H.ELJJDIA
PH'OSA394 n
EaY:195N)a4a.4T39
W FB:vww.b uidingd,•q mm
DESIGN PRO/SMOOTH PRO/STUDIO
MAX.
IMPACT APPROVED 371/2" $
O.A.WIDTH j w >an�
Ag
---j
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 37 1/2"MAX. 5 4 0 v�—i Z
M'-O.A.WIDTH ® 40 D Q
s a II--a
GENERAL NOTES: ® ¢ &)Lu m Y
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 3 p a Q O
BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: \ = s zZ Z:
• TAS 201-94 = �o L9 O 4 �Q
• TAS 202.94 m'o Z ..N= J < (D w Vf W
• TAS203.94 W °
5 I= n W Q OC
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 6 Do� a O O Z 0. s A t � 2 Ln
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z z s 0 ACTIVE 3 3 q 5 ACTIVE = w I-a�
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Of RECORD FOR THE PROJECT OF ,3n—q s 3 o s o w
INSTALLATION, j 3 Cis = p Z P� d
0Z
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR E
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED % REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. Add ADA sill,Multi-PRIM L. GL 6/73%14
4, APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR 3 4 s s 7 e 9 3 4 S 6 7 8 9
RESISTANCE. a 4 a a 4 A 4 4 4 4 4 4 4
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH X11 TYP.ELEVATION 1 521 TYP.ELEVATION 2 A-4-9�„oeaEaaoR�cED oiwwxEORawi"
6'A•000RHEIGHT 6'e•000R NEIGM
DOORS ARE QUALIFIED. �f wlnrolJl walnEn coHs[NT av eu�Eomu oaovs,INc
•Nato aDdTatx;NiGNWNEN•:,M[WA
AVNNGS m IN6 PONNEM 4aF EIDE PFRMInt➢AND
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF. ,NvuiDA
REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT S\5
PRODUCT MEETS TH IS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY �����ES F. O
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH a OH HEIGHT 15 2 1.0 ;�Q•
NOTE: ? •�•`*
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPLu z
ERATING
�Oc �/( �P' ?�
�i . •........!•
����/syy"gqsnp f�e1�3�$fV�eE4Ye�eNl:l
ase E ooarA'1iNEfEI�10.lAc.��
r.11—T.OT AUTNORRAMNNO.-1.TABLE OF CONTENTS
SHEET I REVISION SHEET DESCRIPTION Igitaily signed by Hermes F.Nora.,P.E.
aason:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2017.02.09 15:24:09-05'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02,055,14
3 A OPTIONAL ZX BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: LHK. Y:
4 A VERTICAL ASSEMBLIES MAX.OVERALL DESIGN PRESSURE(PSF) GL�TJM SS'MSS
NOMINAL SIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS
6 AWOOD SUBSTRATES WIDTH HEIGHT p05. NEG. TING A010871A
DWG,q:
7 A CONCRETE SUBSTRATES X 3'-0" 6'-8" 65• 65 65• 65 LMI&SMI SHEET: OF8
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)INSTAI LATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. la�
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.SHIM(S)SHALL BE 399 E.DANIA.EACH BLVD,SH.338
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANA DEACH•FL 33003
Px:OVID99-843.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAIR 19s4I144AD3B
371/2"MAX. wfB..,w..eDuaix.a•,w
STUCCO,FOAM,BRICK VENEER,AND SIDING.
�w
O.A.WIDTH
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TVP. p W
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2p
MANUFACTURER'S INSTALLATION INSTRUCTIONS. „e
u) Z Fp d
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARr ® tY O o m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - jW LL v v
SHELL OF BLOCK. 4 0 N
1,-DL I— an d
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK 00 QF :) M x
CONCRETE/MASONRY CONSTRUCTION. _ U O
tOZD� g
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE °.
FOLLOWING PROPERTIES: n w F ¢�_ mr-
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. _
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z l9 = 9 = (a W'
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH z z z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 3 3 a < a O Q
PSI. O z 0 vWWi N J
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q _
OF 2000 PSI. h
B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR F
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. fi
REMARKS BY DATE
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED,
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM - Add ADA vn.Mu1D.PDiDs tncls Cit 06/23/14
A2 A2
ANCHOR TABLE1 TYP.ANCHOR LAYOUT
6'd'6 B•.D'[UOR HMO xf v
6'8"DOORS '0"DOORSnx0sx4—.1FIE—D—Dixwxaao.IAAixC
mIi TN NCo.NANI OF Bw Dxovs.AL
D O. HlDHu O1111 I)-DO —Al worve.sn�mo u1D
ANCHOR MIN. MIN.EDGE °N
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.D.C.
SILE EMBEDMENT DISTANCE
SPACING AT PACING AT �\ _A�S F•°f o
JAMBS JAMBS ���Q-\, •• /
NOTE: -'
2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. _� •}^� '.O
WOOD SCREW 910 1.1/2" 3/4° 17-1/2" 17-1/4" ]
OR FRAMING * • -••�
ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17.1/2" 17-1/4" = 'V•. $I!T `
=..
1-3/8"-CONC OAS 2C/�
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/T' 17.1/4" '/SCC••°
1-1/4'-CMU // tS+I�-,•••••••;,,��r1
TA CON '37T 6 p CONCRETE/CMU 1" 10° s9."DAN
FBrscf.r.a Au3xa4wrroN uo x9s9e
B2 2-99%21/2"PFH
SCREWS
DATE: 02.05.14
DETAIL D2
PFH S%CREWS"PFH TYP.T SHO ZZ Z3 GC/fJM S"WASS
MULTI-POINT SHOOT BOLT
• PLATE LOCATION SCALE: NTS
DETAIL B2 (RH PLATE SHOWN)
IY9:A010871A
P.HOPPE DWG.
MULTI-POINT SHOOT BOLT 1.60TTOMSHOOT SHEET: OF8
EfOBO PLATE
PLATE LOCATION HOPPE 92096911
n SILL SECTION VIEW AHEAD SECTION VIEW 2
uNsunrvcsxowry I—ING—ALAR saswwasxowa oussunHoslusu. ,
S[F OEEAII Bl SFF D[rAlt 01
PREPARED BY:
BUILDING DROPS,INC.
—C.
D.
41/2"TYP. i o NABEecH.FL .,Ba
J—
r
PH:196d7399Ba18
T 1/2"OFFSET Y. FAe:(95fITda.d)39
vrte:ww.wfa"abRot.tom
T N$
p H �C T
L W C C) Y 'ALL Q,Pn
a SL230 SL130,LEFT SL130,RIGHT SL230,B•0' SL130,8'0" y p n
5 i
r �a mw �^5
N o Q ><
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ZOf
LD o° w=
av
i 4 C)Q
ti
C
— r
�TYP.ANCHOR LAYOUT SL220,LEFT SL220,RIGHT SL300,LEFT SI-300,RIGHT SL600 REMARKS BY DATE
j PRONAL2K0110f ON CON[IQiF/MISDNAY Add ADA sill,Mult Po nE Lot t12/21/16
QUALIFIED SKIN PATTERNS Add Qualified Skin Patterns.250±.010
4.010 W lo—A'RIRENCOMI.—aUEDM00ROv,—
D30±.D10 RAYONS.ODmOx NIONOGMu4Da mNEP
-�2-.005 NARaINGS TONTNOODNMEMA0.[NOT eERrgit[D NID
11/4"MIN.EMBED TYP. ( I ````5����5 F.
�TYP.GROOVE DIMENSIONS `� �Q'
N SEE TABLE _� 3 •N
7
,:O
o
w 2X BUCKANCHORTABLE ����•.;
�•...........:GG. ,.
cl
WP 2X WOOD BUCK INSTALL. 6'B°DOORS BID,DOORS
f 2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE ANCHOR MIN. MIN,EDGE MIM.CENTER
ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TO TO CENTER vnanTor.'Eitow� No.»sTe
SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
[312X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL.
SPACINGJSAT SPJAM SAT
txDsssEd>taN j smEwtEw
ITW TAPCON 3/4" CONCRETE/CMU 1-1/4• 2-1/2' 4" 25° 30.1/4" /I
ELCO UITRACON 1/4" CONCRETE/CMU 1-3/1.-CON" 1° 4" 25" 361/4" DATE: 02.05.14
NOTES: 11/4 CMU DWG. Y: CHK.Al1. 2X BUCK IS NOT FOR INSTALLATION AT SILL G LITJ M SSSS
SCALE: NTS I�
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#:A010871A
SHEET: O OFS
3
PREPARED BY:
d
BUILDING DROPS,INC.
_ 398[.DeNU BEACN BIVD..STE 33B
PHI 1953139383 88
o FAYI993193A.3936
WEB ww.auild.+gDropuwn
INTERIOR EXTERIOR EXTERIOR / INTERIOR p
4 1
INTERIOR / EXTERIOR F ow m ,
0 5 —
_ 22
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PLACE#9 X 2-1/2'•PFH SCREW NEXT TO WEATHERSTRIP
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17 USE 3/4"LENGTH FOR 6'-8"DOORS
USE 1"LENGTH FOR 8'-0•DOORS
1 LOCK JAMB 3 HINGE JAMB
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE
Add ADA III],Multi-Point L06 GL 06/23/14
9-AS X 13/4"PFH 3-p8 X 2"PFH 13-08 X 13/8"PFH(6'-8"UNITS)
8.09 X 2 1/2"PFH W/HARDWARE 15-#8 X 13/8"PFH(8'-0"UNITS) uxs x , a,nu cxlc
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MIN.
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EDGE DIST. E- (OPTIONAL)
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BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK
ITEM4 DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911 ha
FINGER-JOINTED PINE '�
BUILDING DROPS,INC.
SOLID PINE ® 358 E.DAXIA BEACH DLVD.,M.33.
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4.58" I o 5.00'
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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
Report 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: Y-0"X 6'-8"(Nominal)
T-0"X 8'-0"(Nominal)
Prepared For:
.ELD-WEN,.4u c.
���>trrrr�i
3737 Lakeport Blvd. ES F O,r��,��
Klamath Falls, OR. 97603. �..
Prepared by: -'ZZ
Hernies F. Norero, P.E.
Florida Professional Engineer#73778 = 'o T�T =
Date: 11/15/2017 % �O •'•_ (� pP,�'
Contents: i ��C`••'••........ C9��•�
Evaluation Report Pages 1-4is`S��NAt
41 ' 'S tt
Digitally signed by Hermes F.Norero,P.E. Hermes�. (wl'er01, P.E.
Reason:I am approving this document Florida NO. 73778
Date:2017.11.17 10:34:29-05'00'
. .
BUILDING ��Q�����N�
����NU���NN`��� �p����m—��
Date: 11/15/2017
APerfect Solution inEvery Drop! Report No: 4663.1
Certificate ofAuthorization:29578
Manufacturer: JEL0'VUGN,8nc'
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 inthe High Velocity Hurricane Zonm(HVHZ)
3'-0^X6'-8"(Nomina|)
3'-0"X8''0"(Nominai)
Scop This is a Product Evaluation Report issued byHermes FNcrem'P.E.(R#73778)for JBD-WEN Inc.
based on Method id_ofthe Florida Deportment 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 ofUse:
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 6easlisted and spaced osshown ondetails. 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 16ofthe current Florida Building Code and does not require animpact resistant
covering.
4. Site conditions that deviate from the details ofdrawing AQ10871require further engineering
analysis byalicensed engineer orregistered architect.
S. See Installation Instructions A010871 for size and design pressure limitations.
Hermes F. Norero' P.E.
Florida No.7377D
Page 2uf4
BUILDING DROPS
`a Date: 11/15/2017
-} A Perfect Solution in Ever
n y Drop! Report No: 4663.1
3=` 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
N CTL-210-3930-02 03/10/14
N CTL-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
Report No: 4663.1
Certificate of Authorization:29578
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.fc=3000 psi) or masonry(Conforms to ASTM C90)substrate where
one by(1X), 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)
NOM INA L SIZE 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 So" 5o LMI &SMI
Hermes F. Norero, P.E.
Florida No.73778
Page•4 of 4