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-----------
FL# FL16708-R8
Application Type Revision
` Code Version 2017
Application Status Approved
1
Comments
Archived ❑
1, .0
Product Manufacturer JELD-WEN
J Address/Phone/Email 3737 Lakeport Blvd
j' Klamath Falls, OR 97601
f.. (800) 535-3936
fbcl@jeld-wen.com
I Authorized Signature Jason Kantola
fbcl@jeld-wen.com
% Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
." Professional Engineer
❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
i -
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden
M ❑� Validation Checklist- Hardcopy Received
Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.odf
i
Referenced Standard and Year(of Standard) Standard Year
1 TAS 201 1994
TAS 202 1994
i TAS 203 1994
i,
htip://%vww.floridabuilditig.org/pr/pr_app_dtl.aspx?param=%vGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGK9KQhKmiQLpP5tjNDIMRAg%3d%3d[2/13/2018 1:33:58 PM]
Florida Building Code Online
�- Equivalence of Product Standards
Certified By
• Florida Licensed Professional Engineer or Architect
FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.odf
I -
{ Sections from the Code
Product Approval Method Method 1 Option D
I Date Submitted 10/02/2017
Date Validated 12/12/2017
i Date Pending FBC Approval 12/18/2017
1 - Date Approved 02/13/2018
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
1 Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010871A X OPQ SS 2017-02-09.1df
I [ Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
li Impact Resistant:Yes Created by Independent Third Party: Yes
�•- Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4663.1. SS 2017-11-17.odf
Created by Independent Third Party: Yes
= 16708.2 I B Design Pro/Smooth Pro Single'(X) Impact Glazed 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 R8 II A010872A X. GLZ SS 0 6-08- 6.pci I
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 I
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4438.1 SS 2017-11-17.12df
Created by Independent Third Party: Yes
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
—_ Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
t Approved for use in HVHZ:Yes FL16708 R8 II A010873A XX. OPO SS 2017-02-09.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
j Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf
Created by Independent Third Party: Yes
i 16708.4 i D Design Pro/Smooth Pro Double(XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
' i Fiberglass Inswing and Outswing
,. Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A010874A XX. GLZ SS 2016-08-26.[�df
I` 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: EL16708 R8 AE PER4440.1 SS 2017-11-17.pdf I
-, Created by Independent Third Party: Yes
L ,
16708.5 'E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O) Impact Opaque Door
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 R8 II A010875A OXO. OX OPQ SS 2017-02-09.12df
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 R8 AE PER4665.1 SS 2.017-11-17.odf
a Created by Independent Third Party: Yes
http://www.fotidabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgti8obl%2flZm6TtidWOg6cFUIGK9KQIiKiniQLpP5tjNDINIRAg%3d%3d[2/13/2018 1:33:58 PM]
Florida Building Code Online
} T 16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door
3 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
l' Approved for use in HVHZ:Yes EL16708 R8 II A010876A OXO OX GLZ SS 2016-08-26.1df
f Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
i Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
} Other: FL16708 R8 AE PER4442.1 SS 2017-11-17j2ddf
Created by Independent Third Party: Yes
16708.7 j G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Opaque I
Ii 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 R8 II A010877A OXXO OXX OPO SS 2017-02-
Approved for use outside HVHZ:Yes 09.Rdf
1, Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
{ Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R8 AE PER4666.1 SS 2017-11-17.odf
Created by Independent Third Party: Yes
-7
16708.8 H Design Pro/Smooth Pro Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact Glazed
I
k. Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing I
. Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R8 II A01.0878A OXXO, OXX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26.Dddf
L 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
FL16708 R8 AE PER4444.1 SS 2017-11-17.�df
Created by Independent Third Party: Yes
r`
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1"
Contact Us;:2601 Blair Stone Road.Tallahassee FL 32399 Phone;850-487-1824
tr
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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.
Product Approval Accepts:
a
L Credit Card
Safe
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hnp://www.foridabitilding.org/pr/pr app_dtl.asp-,?paratn==%vGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGK9KQhKmiQLpP5tjNDIMRAg%3d%3d[2/13/2018 1:33:58 PM]
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, Fl-33004954.399.8478 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, xj%i»II�t�///
��ES F' O 1�/i
��• �•� 0
7
p '• Cp OP: ••4
• �
AL� ,s` 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
Suite 338
A Perfect Solution in Every Drop!
Dania Beach, FL 33004
t 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 5th 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 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 61h Edition Florida Building Code.
Respectfully submitted,
```►► 1II fill, i
SES F.
- 7
0
AL � Digitally signed by Hermes F.Norero,P.E.
'�I���ll ►�►���� 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:
74"MAX.O.A.WIDTH-
4 t
JEL]Br-WENBUILDINGp DROPS,INC.
W I N D O W S R DOORS � 1 39R[.DANIA BEA 1BlYU,STC.J3q
G nAN10.BFhCl I.fI JJM4
PH.t9541399 8478
N \ 3
FAX:
19541744.4738
= 6 W ES.—..6pdd,ngd,Dp,.—
So T
DESIGN PRO/SMOOTH PRO FULL LITE '"j 1 6
N tix
IMPACT APPROVED a e s '^ °
z ACTIVE INACTIVE O - z H °
FOR USE 1N THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 Z a z cc'!
O "
'Z° sa 0 W z °LL=m
,� oy Enw m�aLL
GENERAL NOTES: z z m x
l C, W
L7
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA C Q p
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: J < ] cc�_ > z Z"
• TAS 201-94 - 4 o a Z LLJ a W
•
TAS 203-94 TYPWE LE
OVATION 1 w Q �
J Lys /c}
O U Imo
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCEMAX.
N as
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 4 t } _
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 5 4 F-
LLJ
INSTALLATION. a
F-
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ~
a �
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED 6 REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 3 Add MUItFPoint Lock&Radius Lt GL 06/73/14
DOCUMENT. / \ 6 Add GU Hardware LS 09/24/16
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1
RESISTANCE. _ 5
x z
Do _O¢
E J
5. GLASS MEETS THE REQUIREMENTS Of ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAI I.S. ti w S z WAND SlNIL NIl10E gCPR000CN IN WIIOIf OR PAflTNL
ACTIVE ® INACTIVE O —Hour—TENCOIDENIOFRU-INOD+o -C
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN z m O ntTERAIIONS.ADD—Ns 1116HUGHTIvizl°.•A.1—
A'Jt_G510TILLSDONMEM ED AND
GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)LITES. 3 Z LL Z w NCAuonu wr RNrrAnoN.
7 NOTE:AFCO H-497 SILL
MEETS WATER INFILTRATION AT
SILLS NOTRATED FOR WATERINFITRATION. IF AUHORWATER REMAINING
AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT O?4 Ct 5 a ES F"NrO'/////
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BYe'� ••'.
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS 21.041
�� Y•• •• 'P
_9�• T T 4'
11,
4 4 4 '// �\[xSTREJy�9Ei.0' \�`\\
TYP.ELEVATION 2 /481�N9°
TABLE OF CONTENTS 1 B'-0'DOOR HEIGHT {RPE(Fxt G1 � D'A��s17q
SHEET REVISION SHEET DESCRIPTION NOTE: Digitally signed by Hermes F.Norem,P.E
1 0 TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES INACTIVE AND ACTIVE DOOR PANEL Reason:I am approving this document
ORIENTATION IS INTERCHANGEABLE. Date:2016.08.26 19:17:33-04'00'
2 B TYPICAL ANCHOR LAYOUTS AND NOTES OVERALL DATE: 02.05.14
3 B OPTIONAL 2X BUCK ANCHORING DETAILS MAX. DESIGN PRESSURE(PSF) DWG. Y: CHK.BY:
4 B VERTICAL ASSEMBLIES CONFIGURATION NOMINALSIZE IMPACT GL/TJM SSAMSS
WIDTH HEIGHT RATING
5 B HORIZONTAL ASSEMBLIES INSWING OUTSWING SCALE:
NTS
POS. NEG. POS. NEG.
6 B GLAZING DETAILS XX 6'-0" 6'•8" 6D"e 60' 601O 60' LMI&SMI DWG.a:A010874A
7 B WOOD SUBSTRATES _ _ 6V' 60' SHEET: OF9
8 B CONCRETE SUBSTRATESp p
XX 6'-0" 8'-0" SO 50 50 50 1 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#21
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 BEARINGSHIM(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 SEE TABLE74"MAX.O.A.WIDTH—
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. FOR QTY. O AREGCH.fL 3300.1
PH.(9511399 8478
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO 11/21,TYP. vrx:lvsilTni.iT2a
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP. ,— 3"TYP.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL _ _ _ _ ti w
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR GZ G2 o n m
MANUFACTURER'S INSTALLATION INSTRUCTIONS. > ;; —+ z 3 m v$
j C NT 6
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR iD I 1 C p"J�
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE I ' j
NSHELL OF BLOCK. F, I 4 0
Er.¢s
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK w w w q
CONCRETE/MASONRY CONSTRUCTION. _ � I a O m x
O1 `e Dc ) z En Q Q
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Z O1 a4 = f ® O �4 _1
FOLLOWING PROPERTIES: z" I " Or � �o
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. E3Fn34 a I a Z O WD
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Ci 1
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OZ '^ I 11 W Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 1
PSI.
j�E QD.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH dOF 2000 PSI. I U8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR ACT E r
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
REMARKS BY1 DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM A2 3:"TY P• A2 Add Multi-Point Lock&Radius Lt GL 06/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. D2 3"TYP.— ' D2 Aad GU Hardware IS 08/14/16
ANCHORTABLE TMP.ANCHOR LAYOUT
Z 6'-e'OR 6'0'DOOR HEIGHT
6'8"DOORS 8'0"DOORS uMLNInlxe vxD+err vuuuux�uxma,Ivc
oilu3LNm RE nivaoDlR:m IN vnR.E.PART
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NITNOU wanTEN CONSENT OF OG DxOPS.INC.
AETERANONS.ADDNIONS.1"ClUGHTING.0R01NER
ANCHOR MIN. MIN.EDGE $1 OF ROF _RDNGSTD nus oocuMENTARENOTPERn Dawo
SIZE SUBSTRATE DISTANCE ANCHORS AT ANCHORS AT
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C. INvnuoAT DURaMIERADON.
SPACING AT PACING AT
JAMBS CLUSTERS JAMBS CLUSTERS1lf0
2X WOOD BUCK \\\ •"•
WOOD SCREW NSO OR FRAMING 1-1/2" 3/4" 17-12 4 17-1/4" 4 �`!i•�!'t�••
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" 4 7 *'
1-3/8"-CONC.
ELCO ULTRACON 1/4" CONCRETE/CMU V. 17-1/2" 4 17-1/4" 4
1-1/4"-CMU O •
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14d/8" 6 fA.DAR�uA��
I He
f/�,,N nM,tcW,Ht�n4o4 \�
vene R. 1.
2-412X3"PFH B2
SCREW C2
I-STRIKE PLATE E2
2-N8 X 3"PFH
ND7E: F2
SCREW 1-STRIKE PLATE 1-TOP ASTRAGAL 1-STRIKE PLATE
INSERT PLUG ----------- -- - STRIKE PLATE DATE: 02.05.14
INTO BED OF SILICONE 2-p8%3'PFH
SIL F2 CREWS DWG. Y: CHK. Y:
a o^o• DETAIL C2
TYP.ASTRAGAL/ ��, DETAIL I2 GLITJM SS�MSS
TYP,ASTRAGAL Ego oR MULTI-POINT DETAIL H2 TYP.TOP ASTRAGAL/
INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL MULTI-POINT STRIKE SCALE: NTS yTS
DETAIL B2 1-BOTTOM SHOOT 2-e9X 21/2'PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATION DWG.a:A010874A
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG PFH SCREWS STRIKE LOCATION LOCATION
W/STD.REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 1-ASTRAGAL ONLY 4-p9 X 21/2"PFH — 2-R9 X 21/2"PFH SHEET: OF g
UNDER REINFORCEMENT PLATE) ASTRAGAL ONLYSTRIKE STRIKE PLATE PFH SCREWS SCREWS
Z INSWING SILL SECTION VIEW PLATE FROM r
HARDWARE KIT �DIOUTSWING SILL SECTION VIEW �G]HEAD SECTION VIEW
SEE DETAIL D20P E2 AROVE Z GFE OETAILE20R F2 ABOVE 2 INSWI HOWN OUTSWING SIMIIA0.
PREPARED BY:
BUILDING DROPS,INC.
398 E. .Is RF.ACN 81VD.1.1.338
OANIA REACI I,It 33CE4
vll:(9 1399,sm
fA%:I954IIdTAM
41/2"TYP. 41/2"TYP. wfs:w..w.hliid¢alov:.wm
11/2"OFFSET TYP. '
-o
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ti
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REMARKS BY DATE
P. Add Multi-Point Lock&Radius Lt BE 06/23/14
,
3 PTION PTIONAL y{OUIX IN CONCIIFTF/NULBONRN ANCHOR LAYOUT Add 6U Hardware LS 08/24/16
S UU(umkNl is lNE YxIIPExI
IM IT, UTWNOTBf ONSEN 0C GHRUIWNsI UXvMt
UNOUTI Ns,AD CONSENT Or"GILDING.0 OPS,INCOTHER.
R%INOS TO TNIS OOCUMFNTARE NOT VFRMITT[DANO
F OUP[rxCAgN
T .
1 1/4"MIN.EMBED TYP.
{ z SEs F.y0
W N
rSEETABLE 2X BUCK ANCHOR TABLE ``���;f••• •,�����
O
O p'I"•O• 6'8"DOORS 8'0"DOORS 7
{ { ANCHOR TYPE ANCHOR SUBSTRATE MIN. DIST.TOO MO CENTER = v T T f a
S1ZE EMBEDMENT N SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. C O /U-
0o N I SPACING AT SPACING AT O•n In N,L 2X WOOD BUCK INSTALL. JAMBS JAMBS i CCn ..
2X WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE if3�//.°',?tl END�, ."�``�
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" FBVE . ftA,''V�A�Sisara
A►r9wTPrc�
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8".CONC. 1„ 4" 25" 30-1/4"
�2X WQOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/4"-CMU
3 CROSS SECTION l�` SIOF VIEW
T
DATE: 0 2.05j.14
NOTES: DWG. Y: CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED GL/TJM SS/MSS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS
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PREPARED BY:
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BUILDING DROPS,INC.
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Add Multi Point Lock&Radius LL GL 06/23/14
Add GU Hardware LS 08/24/16
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PREPARED BY:
HINGE SCHEDULE
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REMARKS BY DATE
Add Multi-Point Lock&Radius Lt GL 06/23/14
Add GU Hardware LS 08/24/16
GU MULTI-POINT LOCK
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5
PREPARED BY:
BUILDING DROPS,INC.
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6 20 1/2"MAX.D.L.O.WIDTH 6 20 1/2"MAX.D.L.O.WIDTH 6 237/8 MAX.D.L.O.WIDTH6 FOR OVAL,SUNBURST,AND ROUND TOPS
62 1/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.D.L.O.HEIGHT IN 6'8"UNITS AT DP+/-60 PSF ONLY
REMARKS BY DATE
Add Multi-Point Lock&Radius Lt GL 06/73/14
Add GU Hardware LS 08/24/16
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FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DWG.a:A010874A
BETWEEN GLASS,DECORATIVE,AND EXTERNAL WROUGHT
IRON ARE APPROVED ON ALL GLAZING DETAILS SHOWN SHEET: OF 9
ABOVE.
6
PREPARED BY:
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BUILDING DROPS,INC.
RNa[.onNm Bence atv0.,si[.3Na
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SEE TABLE ON SHEET 2 MIN.EMBED. REMARKS BY DATE
SEE TABLE SHEET2 Add Multi-Point Inch&Radius Lt GL 06/23/14
�1 HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL Add GU Hardware LS 06/24/16
7 OUTSWING SHOWN-INSWING SIMILAROUTSWING SHOWN-INSWING SIMILAR 7 INSWING
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SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEET: OF 9
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
7
PREPARED BY:
BUILDING DROPS,INC.
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SEE TABLE ON SHEET CONCRETE/MASONRY BY OTHERS REMARKS BY DATE
MIN.EMBED. Add Multi Point Lock&Radi.L GE 06/23/14
SEE TABLE SHEET 2
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL Add GU Hardware LS 08/24/16
8 OUTSWING SHOWN-INSWING SIMILAR $ OUTSWING SHOWN-INSWING SIMILAR 8 INSWING
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DWG. Y: CHK. Y:
GL/TJM Ss Mss
SCALE: NTS
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG.it:A010874A
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 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
FINGER-JOINTED PINE
SOLID PINE BUILDING DROPS,INC.
31-- BEACH BEVO.,11E.13R
NIA BEA 14,CL
IInPH.195i1399Bi%00
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1 FRAME HEAD/JAMBS -
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5 AFCO J-2297 THRESHOLD
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7 AFCO H-497 THRESHOLD - �L'� p{¢� _j "n'Y a LL
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8 WEATHERSTRIP URETHANE FOAM&
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9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE ® :I CJ
10 (NOT USED) WOOD HANDLE b - _ �1 ) JI �• wa
11 (NOTUSED) WOOD P9= HEIGHT L;J - - I J Lu Lu
12 #10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL D �°o ,r O d
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL O o HANDLE (. -� -•
I(i_r
14 BUTT HINGE(SEE SCHEDULE SHEET 5) - g HEIGHT�al� �__� 0
15 KWIKSET LOCK SERIES 400 STEEL a ,--�� I. a
REMARKS BY DATE
16 KWIKSET DEADBOLT SERIES 780 STEEL ! I Add Multi-Point Lock&Radius LI GL 06/23/19
p
17 HOPPE MULI-POINT HARDWARE HLS9000 STEELQ --1
� � li Add GU Hafdware LS 08/24/16
18 ODL LITE KIT(LM I) 6063-T6ALUMINUMED
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19 FLUSH GLAZING LEG FIBERGLASS ot1
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20 ODL LIPLITE KIT(RADIUS LITES) PC ABS - ..Osiuunoiuiniruoou¢u..wnouaxPnnr
wueom WRITTEN CONSENT or BwmauG DROPS.Wc.
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_-----___- o� � DATE':-
02.05.14
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4.563" I .':•�T�'�•4.62" DWG.#:A010874A
—1.78"—
SHEET: OF9
- 9
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 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; inn.
3737 Lakeport Blvd. F. O/
Klamath Falls, OR. 97601 `.���4.,.
Prepared by: = s `'� O
7
Hermes F. Norero, P.E.
Florida Professional Engineer#73778 9 •:• T T
Date: 11/15/2017 O •. (o pP;G�<v
Contents: ��i T�
Evaluation Report Pages 1-4 �is`%NAI-
Digitally signed by Hermes F.Norero,P.E. Hermes�f�!Mdl�r�o P.E.
Reason:I am approving this document Florida No.73778
Date:2017.11.17 10:29:54-05'00'
BUILDING DROPS
A Perfect Solution in Every Drop! Date: 11/15/2017Report No: 4440.1
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 Fiberglass
Impact Approved Glazed Doors
For use in the.High Velocity Hurricane Zone(HVHZ)
6'-0"X 6'-8"(Nominal)
6'-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 A010874,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 A010874 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions A010874 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: 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
N CTL-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
S1 W 2013-202-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
SJ W 2014-032 04/22/14
SJ W 2014-073 06/26/14
SJ W 2014-077 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
BUILDING DROPS
A Perfect Solution in Every Drop! Date: 11/15/2017
-�- 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:
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
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