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¢" ) Product Approval
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Product Approval Menu>Product or ADolication Search>Application List>Application History>Application Detail
FL# FL16708-R9
1, t t �_ Application Type Revision
Code Version 2017
t.
Application Status Approved
Comments
,g Ir ,�k lx; F Archived p
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
S fbcl@jeld-wen.com
',?,gpe� 3
Technical Representative JELD-WEN Corporate Customer Service
f s i Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
tl
h Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Fir x Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
El Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
F Evaluation Report
Florida License PE-73778
73 +d ftkl
�I; 1 s �`.; 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
St ly r s
fij 's;l 3 Gti Certificate of Independence FL16708 R9 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
l t t TAS 203 1994
l
Equivalence of Product Standards
htipa/wn,%v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%,d[7/9/20I94:02:38 PM]
Florida Building Code Online
Certified By
Florida Licensed Professional Engineer or Architect
t by q l FL16708 R9 Eauiv ASTM E84 Equivalency Letter SS 2017-08-31.Ddd
Sections from the Code
o
1 1t � Product Approval Method Method 1 Option D
Date Submitted 04/22/2019
Date Validated 04/22/2019
t
Date Pending FBC Approval 05/01/2019
Date Approved 06/18/2019
t
_.; Summary ofProducts � _ `a a, � � .,� —7m��- ---~�-�� -
FL# Model,,Nlumber_or Name' Description`
: : 16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x6-8 and 3-0 x 8-0
1
Fiberglass Inswing and Outswing
--— -..........---- -................_......---
£ Limits of Use Installation Instructions
t i Approved for use in HVHZ:Yes FL16708 R9 II A010871A X. OPO SS 2017-02-09.pddf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created b Independent Third Part Yes
P Y P y
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4663.1 SS 2017 11-17.pdf
Created by Independent Third Party: Yes
11 �s 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
, t and 06tswing
1� Limits of Use Installation Instructions
I t t Approved for use in HVHZ:Yes FL16708 R9 II A010872A X,GLZ SS 2016-08-26.Rdf
Approved for use outside HVHZi Yes Verified By: Hermes F. Norero,P.E. 73778
' Impact Resistant:YesCreated by Independent Third Party:Yes
'l
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4438.1 SS 2017-11717.pdf
z
Created by Independent Third Party: Yes
'i ......_...... --
? r_�" T, 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
V-1 Limits of Use Installation Instructions
; Approved for use in HVHZ:Yes FL16708 R9 II A01.0873A XX. OPO SS 2017-02-09.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
A " Other: FL16708 R9 AE PER4664.1 SS 20.1.7-11-17.pdf
Created by Independent Third Party: Yes
1f ;i
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 R9 II A010874A XX GLZ SS 2016-08-26.pd
( .Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
I Impact Resistant:Yes Created by Independent Third Party: Yes
1t3 a��r ��i[ Design Pressure: N/A Evaluation Reports
t Other: FL1670E R9: AE PER4440.1 SS 2077-11-17.pdf
§ Created by Independent Third Party Yes
....... _ :_._ _---- :.
_.
t " § + 116708.5Io
E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O) Impact Opaque Door
of
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
¢ :1�
Limits of Use Installation Instructions
1} f+x Approved for use in HVHZ:Yes FL16708 R9 II A010875A OXO. OX OPO 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 t s Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4665.1 SS 2017-11-17.odf
3� � -3§ Created by Independent Third Party: Yes
httpahvwN.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZ+n6TudWOg6cFUlGh3R4C]xCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM]
Florida Building Code Online
1 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door 9-
fi 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 2016-08-26.12df
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
fir," 1 Other: FL16708 R9 AE PER4442 1 SS 2017-11-17,pdf
Created by Independent Third Party: Yes
1 !. 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
_.._._ ......... --- --
# Limits of Use Installation Instructions
; Approved for use in HVHZ:Yes FL16708 R9 II A010877A OXXO. OXX OPO SS 2017-02-
Approved for use outside HVHZ:Yes 09•Dddf
{ a ; Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
1' ( Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R9 AE PER4666.1 SS 2017-1.1-17.odf
Created by Independent Third Party: Yes
i
ii x;.q 16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Glazed
Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010878A OXXO,OXX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26T12df
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
['I , FL16708 R9 AE PER4444.1 SS 2017-11-17,odf
Created by Independent Third Party: Yes
F= RMI
If
ks v
4," Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
.? The State of Florida is an AA/EEO employer.couvright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
�I.
a Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to apublic-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),
t 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
t I 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
� i $
I Safe
hupJAv%%iv.11oridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZin6TudWOg6cFU1Gl13R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM]
398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach,FL 33004
x A Perfect Solution in Every Drop
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, `J11111111111�''
7 . O
�p Co
'91b
•.• �� �`� Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document
Date:2015.04.27 20:14:19-04'00'
Hermes F. Norero, P.E.
Florida Registered Professional Engineer#73778
Page 1 of 1
BUILDING DROPS 398 E.Dania Beach. Blvd
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@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 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 61h Edition Florida Building Code.
Respectfully submitted,
``tt1111111/////
-0 T T
`S/ONAL 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
i
PREPARED BY:
74"MAX.O.A.WIDTH
n t
JELD-WEN,p /� (� (� BUILDING DROPS,INC.
W 1 N D O W S O D O O R S NIL 1 198 E.DANIA REACH BLVD,sTE.118
G IIANN BEACH,FI jROpJ
m.Issal399.8a
r \ 1 fAx:(9SaHl IR
x G WEB.Do S2
nvw.LwlJngJluus.Ean
DESIGN PRO/SMOOTH PRO FULL LITE _ o
G a�
1 MPACT APPROVED
u¢
z LL ACTIVE INACTIVE 00 z LU I.
on "
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 Z` EDo Om
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O? cW 5 m a O J 6 o
x w LL i
Z
GENERAL NOTES:
L�� O ULIJ
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 0 a Q 0
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: s a D s >Z ^o
• TAS 201.94 a a a 2 J LLJ Q W;
• TAS 202-94 n TYP.ELEVATION 1 (a J V
• TAS 203-94 1 ILLJ
B'-B"DOOR HEIGHT W Q c o
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE I d Ln_ ~•I�
F•9
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 9 L LU
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 5 a
INSTALLATION. d
F2
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR r
q q
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED6 REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT, a Add Multi-Point Lock&Radius Lt GL 06/23/19
/ \ G
Add GU Hardware LS 08/29/IG
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT Co.1... 1
RESISTANCE. x G z
O O<
u r
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. _DS—NOTBERIEDOCI c DINIv HOULO.PAH
ACTIVE ® INACTIVE so x"mom WRITTEn coNSENr oEBwunnc ocoRs.INc
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN LD 61 C O �u�ERATrora.momoNa Hu�ucxtlnq ox uTHEx
Z u.LL Q .lS TOTr9s DOC11MfNT .[NABDN ITROANa
L7 INVaL1�A F 0 R CERnNfTIDN.
3z zw
7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.0 PSF,REMAINING 3 O C1 a V\5�111iI I'ir7TZ/Z
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT O?xs ,�5�yes F
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY • •��i
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH:OH HEIGHT IS 1.0 '���,:•�\ •• ��
J�T T 7
9 a 4 EIO•
2 TYP.ELEVATION 2 o
TABLE OF CONTENTS 1 DOOR HEIGHT IBE cl ilq.�M91y y1q
SHEET REVISION SHEET DESCRIPTION
NOTE: Digitally signed by Hermes F.Nororo,P.E
I B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES INACTIVE AND ACTIVE DOOR PANEL Reason:I am approving this document
ORIENTATION 151NTERCHANGEABLE. Dale:2016.08.26619:17:33-04.00'
2 B TYPICAL ANCHOR LAYOUTS AND NOTES DATE: OZ.OS.14
MAX,OVERALL
3 B OPTIONAL 2X BUCK ANCHORING DETAILS DESIGN PRESSURE(PSF) DWG. Y: CHK. Y:
4 B VERTICAL ASSEMBLIES CONFIGURATION NOMINAL SIZE IMPAR GL/TJM SS/MSS
INSWING OUTSWING RATING
5 B HORIZONTAL ASSEMBLIES WIDTH HEIGHT SCALE: NTS
POS. NEG. POS. NEG.
6 B GLAZING DETAILS XX 6'-0" 6'-8" 60" 60B 60A6 60D LMI&SMI DWG.a:A010874A
7 B WOOD SUBSTRATES _ 60AD 60B SHEET: OF9
XX RADIUS 8 B CONCRETE SUBSTRATESp A
XX 6'-0" 8'-0" SO 50 50 50 LMI&SMI
9 B COMPONENTS&BILL OF MATERIALS A:SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
B:DESIGN PRESSURE LIMITED TO+/-50 PSF WITH USE OF GU HARDWARE,ITEM 021
r
i
INSTALLATION NOTES: PREPARED BY:
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE R9RE.DANIAREA01RLVD.W.—
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEE TABLE 74"MAX.O.A.WIDTH nnNln ntnolnetlna
FOR QTY. PH.0.130
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 11/2'.TYP.
STUCCO,FOAM,BRICK VENEER,AND SIDING.
3"TYP. — 3"TYP. WED:awwbuJ4'n3dmpr.am
Fj
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL G2 — — — — G2 w
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. li O m $
j z moo":o
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR io 0 z o m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE cr
SHELL OF BLOCK. F j cL ZZ Cc N
=
I--CL H I�axLL
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAMEAS FOR 2X BUCK °�.`�,w m m
cL
CONCRETE/MASONRY CONSTRUCTION. ^ w F F Or
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
i7m� p O �2
FOLLOWING PROPERTIES: Z t7
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. z¢ C z¢ Z O Wo
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Z Ci W O I I w l`7 U
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O— In h h
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 p Qn
PSI. °
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH li Qi
OF 2000 PSI. }V
_�_.._.--.-. —.-.-....._. F'-
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ` IN TIVE ACT E r
LOCATIONS,EDGE DISTANCES,EMBEOMENTS,AND SHIM SPACING.
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM A2 3"TYP. A2 Add Multi-Point Lock&Radius Lt GL 06/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
D2 3"TYP. — 02 Add GU Hardware LS 08/24/16
ANCHOR TABLE 1 XIP.ANCHOR LAYOUT
z G'd'Ofl 8'-0'0001 NEIGHS
6'8"DOORS 8'0"DOORS ANO S!IAII NI ieCµPROpVCNIINI'iWIOIEOM RFRtNE
WIDIOUTWRIT ENt 5ENT0l RVaL 1,aRDPs.ING
µIFnAMNS.Ap01RON5,IIWNtIGNIING.OROIHER
ANCHORTYPE ANCHOR SUBSTRATE MIN. MIN.EDGE #OF #OF INa,ImN RaanPcn N.
SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.C.
SPT PACING AT nuRnucsTonnsoocuwF nR[NmrERNimtonuD
ANCHORSAT ANCHORSAT
JAMBSHEAD/SIUL HEAD/SILL
111111(1�ff
AMBS CLUSTERS JAMBS C USTERS \��``��$F••]Q,''/i/i
WOOD SCREW #30 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 4 17.1/4" 4 y '••'QO
OR FRAMING
ITW TAPCON 3/16" CONCRETE/CMU 14/4" 2-1/2" 17-1/2" 4 17-1/4" 4 7
1-3/8"-CONC.
9 T T ? Q
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17-1/2" 4 17-1/4" 4 P•�: [ulU
1-1/4"-CMU i �,�••, � Q `
�}.RjFRGEREN9rRa4•• GN
Y
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4' 1" 11-5/8" 8 14.3/8" 6 fjl{OWAMr11 #4'.
ERPE<Ex.iq.�Y9'YYi't4'1i1'4i'^
2-#12X3"PFH B2
SCREW C2 I-STRIKE PLATE
E2
2.18X3"PFH
F2
NOTE' SCREW I-STRIKE PLATE 1-TOP ASTRAGAL 1.STRIKE PLATE
INSERT PLUG STRIKE PLATE DATE: 02.05.14
INTO BED OF SILICONE 2-#8 X 3"PFH
o^o. DETAIL F2 SCREWS DWG. Y: CHK. Y:
.............:. DETAIL C2 TYP.ASTRAGAL/ - DETAIL 12 GL/TIM SS MSS
TYP.ASTRAGAL c (t�ui:iG_. MULTIPOINT DETAIL H2 .._.......... TYP,TOP ASTRAGAL/ SCALE: NTS
INSERT PLUG WITH r STRIKE LOCATION TYP.TOP ASTRAGAL ! MULTI-POINT STRIKE
DETAIL B2 1-BOTTOM SHOOT 2-49 X 2 1/2"PFH MULTIPOINT ONLY STRIKE PLATE a H2 LOCATION DwG.#:A010874A
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION 12
W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLY 4-#9 X 2 1/2"PFH -- 2-#9X21/2"PFH SHEET: OF9
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE PLATE PRI SCREWS SCREWS
INSWING SILL SECTION VIEW PLATE FROM
HARDWAREKIT D OUTSWING SILL SECTION VIEW HEAD SECTION VIEW
SEE DETµl020R fS ABOVE Z SEf OETµt E20R SRABDVE 2 INSWING SHOWN OUTSWING SIMIIAn
ti
PREPARED BY:
BUILDING DROPS,INC.
390 E.DANIA REACH RCVD.,STE.330
DANIA RFACII.f L 330U4
_ nH:USa13Y9 P78
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4 1/2"TYP. 4 1/2"TYP. wFR:www.�oJdRAdrovs.r�m
1/2"OFFSET TYP.
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REMARKS BY DATE
P.ANCHOR LAYOUT Add Multi-Point Lock&Radius L GL 06/23/14
1 TY
Add GU Hardware LS 08/24/16
3 RTXINAl2%eUIX IN 0ON[RF1F/MAEONRY
AD SUTAII NUI UE ALR2000CFU IN wIfON UIf RMINC
tVID10UT WAITf[N CONSEI4TOF RUINING UAORS.INL
ALTE..TII,D—U.tWWA ENWNG,URUTNEN
M11pRS3NG5TOTn15 DOCUMTM nR[NOTRE0.M1IREEDAND
I.WhIIOM(O R E%AnON.
1 1/4"MIN.EMBED TYP.
``,Y11111111f//���
ES F.•/y0 p�
SEE TABLE 2X BUCK ANCHOR TABLE ���,,••• :�'Q
wo �: :O
c' 7 .
Ci f TF�*
.O' 6'8"DOORS 8'0"DOORS * *
Z z ANCHOR MIN. MIN.EDGE MIN.CENTER '0 T T J 0:
2 ANCHOR TYPE 512E SUBSTRATE EMBEDMENT DIST.TO TO CENTERLu Z
F - SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
o :+ SPACING AT SPACING A7 % O,(\ C OP:•
2X WOOD BUCK INSTALL. IAMBS JAMBS �i�F o �O,.F�•Sg2�G�
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REMARKS BY DATE
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REMARKS BYJ DATE
Add Multi-Point Lock&Radius Lt GL 06/23/1a
Add GU Hardware LS 08/24/16
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HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL Add GU Hardware LS 08/24/16
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HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL Add GU Hardware LS 08/24/16
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SHEET: OF 9
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8
PREPARED BY:
BILL OF MATERIALS
ITEM? DESCRIPTION MATERIAL 17 HOPPE MULT-POINT LOCK 21 GU SECURY S-BOLT MULTI POINT {
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15 KWIKSET LOCK SERIES 400 STEEL ��- ( O7 I ~ U
REMARKS BY DATE
16 KWIKSET DEADBOLT SERIES 780 STEEL
17 HOPPE MULI-POINT HARDWARE HLS9000 STEEL O u tl § Add Mul[i-Point lock&RadiusL GL O6J23(14
OAdd GU Hardware LS 08/24/16
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SHEET: OF 9
9
ach Blvd.
BUILDING DROPS 398 EastDania6 Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
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 Fiberglass
Impact Approved Glazed Doors
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 4440.1
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro Fiberglass
Impact Approved Glazed Doors
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: 6'-0"X 6'-8"(Nominal)
6'-0"X 8'-0"(Nominal)
Prepared for:
JELD-WEN inc.
3737 Lakeport Blvd. ��� Eg F. 0
Klamath Falls, OR. 97601 .�� Q�•• F '�.
Prepared by: ` �� •`'�• �Ao
Hermes F. Norero, P.E. 7 * =
Florida Professional Engineer#73778
Date: 11/15/2017 �O ••. (p pP;G�41j
Contents: ��iT� •••''••••••'•••
Evaluation Report Pages 1—4 �'is`S�NA1-
Digitally signed by Hermes F.Norero,P.E. Herm e IP o, P.E.
Reason:I am approving this document Florida No.73778
Date:2017.11.1710:29:54-05'00'
BUILDING ��������N�
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Date: 11/15/2017
��Pe�mctSm{udmoimEvery Drop! Report No: 4448.1
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'
Manufacturer: JELD'§VEIN,Ino.
Product Category: Exterior Doors
PwmdwctSwb'Categmry: Swinging Door Assemblies
Compliance Method: State Product Approval(1)(d)
Product Name- Design Pro/Smooth Pro Fiberglass
Impact Approved Glazed Doors
For use inthw.Hig6Velocity Hurricane Zone(HVH%)
6'-0°X6''8^(Nomina|)
6^-0°X8'-0°(Nomina|)
Scope: This isaProduct Evaluation Report issued byHermes F'Noreu,P'E.(FL#7377D)for JEL0'WEN Inc.
based on'
the MoridaDepartment ofBusiness and Professional Regulation' Florida
BuU6in8�onnmission.
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 A010874~signed and sealed byHermes F. Nocero,P.E. (FL#73778)for
specific use parameters.
Limits mfUse:
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 beaslisted and spaced mashown ondetails. Anchor embedment into
substrate material shall bebeyond wall dressing orstucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 15ofthe current Florida Building Code and does ] require animpact resistant
covering.
4. Site conditions that deviate from the details of drawing A010874 require further engineering
analysis byalicensed engineer orregistered architect.
S. See Installation Instructions AOIL0874 for size and design pressure limitations.
Hermes F. Noneuo, P.E.
'
Florida No.7377D
Page 2of4
R ►
BUILDING DROPS
A Perfect Solution in Every Drop! Date: 11/15/2017Report No: 4440.1
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-210-3924-01 12/18/13
NCTL-210-3925-03 02/07/14
NCTL-210-3916-02 w/addendum 06/10/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
TAS Report Engineer of Record: Gerard J.Ferrara, P.E.
Report# Report Date:
SJW2013-194 w/addendum 06/10/14
SJW2013-202-TAS 10/04/13
SJ W2013-208-TAS 11/13/13
TAS Report Engineer of Record: Kevin P.Tyra, P.E.
Report# Report Date:
SJ W 2013-251 12/23/13
SJ W 2013-252 12/23/13
SJ W 2013-253 12/23/13
SJ W 2013-229 11/26/13
SJ W 2013-232 11/26/13
SJW2014-032 04/22/14
SJ W 2014-073 06/26/14
SJW2014-077 06/27/14
S1 W 2014-072 06/27/14
SJ W 2014-080 07/03/14
TAS Report Engineer of Record: Robert H.Zeiders, P.E.
Report# Report Date:
SJ W2016-006 02/22/16
TAS Report Engineer of Record: Harold E. Rupp, P.E.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
N i
BUILDING DROPS
Date: 11/15/2017
A Perfect Solution in Every Drop!
Certificate of Authorization:29578 Report No: 4440.1
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
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
5. Material Certifications
Miami-Dade County RER—Product Control Section NOA
Current NOA for Solutia PVB Interlayer(Saflex by Eastman Chemical Co.)
Current NOA for SGP Interlayer by DuPont(SentryGlas by Kuraray America)
Installation: 1. Approved anchor types and substrates areas follows:
hrough 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
the wood substrate.
B. For concrete(Min.f'c=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'c=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(A010874)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (A010874)for design pressures based on size&configuration of
door units.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4