HomeMy WebLinkAboutProduct Approval Florida Building Code Online
i
y9i' E yE A uxdP "+ n" - rc .�r a* .ui3»r yfF 7x �yb3. ` t
BCIS Home Log In User Registration Hot Topics Submit Surcharge ( Stats&Facts i Publications Contact Us BCIS Site Map Links Search
bloddd
{x �Product Approval
_ USER:Public User
Dow& r P-E C,Iff C,
Product Approval Menu>Product or Application Search>Application List>Application Detail I
FL# FL16708-Rll MAR 2020 `
Application Type Revision
e � rCode Version 2017 ST. Lucie County, Permitting
Application Status Approved
Comments
w ' Archived D
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
? ' Klamath Falls,OR 97601
ry.
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
t' 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
s Address/Phone/Email
�t
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
= Professional Engineer
D Evaluation Report- Hardcopy Received
i�
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
,y Evaluation Report
m Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
421 Validated By Locke Bowden P.E.
Validation Checklist- Hardcopy Received
R-WCertificate of Independence FL16708 Rll COI COI]W SS 2015-04-27.odf
ff�2 '
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
An
TAS 202 1994
a TAS 203 1994
# �
Equivalence of Product Standards
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl°/`2flZm6TudWOg6cFU I Gz%2bYuNViQ9oO5lkUyQNrfFg%3d%3d[2/11/2020 1:00:18 PM]
Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
. FL16708 R11 EEquiv ASTM E84 Equivalency Letter SS 2017-08-31,12df
s
` , Sections from the Code
f
Y.
Product Approval Method Method 1 Option D
Date Submitted 12/12/2019
Date Validated 12/15/2019
Date Pending FBC Approval 12/17/2019
" Date Approved 02/11/2020
k
Summary of Products
"z J 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
a: Approved for use in HVHZ:Yes FL16708 R11 II 16708.1 SS 2019-10-01.pddf
.,, 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
rtt Other: FL16708 R11 AE PER4663.2 SS 2019-10-01.12d
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
JI— and Outswing
v Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R11 II 16708.2 SS 2019-10-01,pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
€ Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R11 AE PER4438.3 SS 2019-12-13.pdf
�g
Created by Independent Third Party: Yes
;, 16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6 0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
{' Approved for use in HVHZ:Yes FL16708 R11 II D015727-DP SP OPO LMI HHVZ XO FBC SS
Approved for use outside HVHZ:Yes 2019-12-12.pdf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
�z FL16708 R11 AE PER4664.2 SS 2019-10-01.pddf
Created by Independent Third Party: Yes
y 16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
V' Inswing and Outswing
a� Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R11 II D015705- DP SP GLZ LMI HVHZ XO FBC SS
s,<
Approved for use outside HVHZ:Yes 2019-12-12.2df
$ 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 R11 AE PER4440.2 SS 2019-12-13.pdf
m 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
r 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 R11 II 16708.5 SS 2019-10-01.pdf
x 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 R11 AE PER4665.2 SS 2019-10-01.12df
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fiZm6TudWOg6cFU1Gz%2bYuNViQ9o05lkUyQNrfFg%3d%3d[2/I 1/2020 1:00:18 PM]
Florida Building Code Online
x £ Created by Independent Third Party: Yes
-- - -
�, 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
omits of Use Installation Instructions
Approved for use in HVHZ:Yes FI-16708 Rif II 16708.6 SS 2019-10-01.10df
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
s s Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
s Other: FL16708 R11 AE PER4442.2 SS 2019-12-13.pdf
Created by Independent Third Party: Yes
, ` < 4 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Opaque
> h Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
o
�) a� Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R11 II D015708- DP SP OPO LMI HVHZ OXXO XXO
E r{` Approved for use outside HVHZ:Yes FBC SS 2019-12-12.pddf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Evaluation Independent Third Party: Yes
Other:
f FL16708 R11 AE PER4666.2 SS 2019-10-01.odf
Created by Independent Third Party: Yes
4 ; — -
`;` 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 R11 II D015709-DP SP GLZ LMI HVHZ OXXO XXO
Approved for use outside HVHZ:Yes FBC SS 2019-12-12.pdf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A Created by Independent Third Party: Yes
+3 Other: Evaluation Reports
FL16708 R11 AE PER4444.2 SS 2019-12-13.edf
x Created by Independent Third Party: Yes
4- a '
a'a W
iii
i
k
Contact 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.
Product Approval Accepts:
®0�t���
r T Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZin6TudWOg6cFU I Gz%2bYuNViQ9oO5lkUyQNrfFg%3d%3d[2/11/2020 1:00:18 PM]
398 E. 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
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,
S F 0
O
o. 7
— T
i�sS/� ������� 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
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,
7
0.
"0:', '9/0N•L ��"`Digitally signed by Hermes F.Norero,P.E.
� Reason:I am approving this document
Date:2017.08.3109:51:27-04'00'
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:
IQ�
BUILDING DROPS,INC.
N.,
556 E.0A ..1--,SIL 139
DANIABEACX,F133605
WINDOWS - & DOORS FN.ISYU59e•3e
Ae.I55•lia nae
W E9`ww.bu.9mgEropf.mm
DESIGN PRO/SMOOTH PRO
37 1/2"MAX. -
I MPACT APPROVED 6 O.A.WIDTH Lu m m $
o ZF— o�H
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2"MAX, s =w w z a
O.A.WIDTH
5 a p C VI W m a
ZZ m5
O
GENERAL NOTES: ® x
z
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDINGCODE(FOC),INCLUDING HVHZANDHAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: F \ _ i 5 z � Lu W;
• TAS 201-94 _ x 0°1O S2 g a
.[w F ley W v
• TAS 202-94 O n x 1 u O J W
• TAS 203.94 ,y w 1 s t. m n s O Q
fA g u
to
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE z w a 6 o Z z"- s ACTIVE z a H a'
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z LL 6 • ACTIVE v35—? s • x w `
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF tail N—q 5 i j N 0
O s a ui K Ws
INSTALLATION. s = O Z d
O?
3. THEINSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR f
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY1 DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add ADA slli,Muld-Point Lock GL /21/14
DOCUMENT.
RI—DWG.PA0113MA AM 09/16/19
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 3 4 s s s 9 a a s s 3 e 9
RESISTANCE. a a a 4
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION 1 TYP.ELEVATION 2 a[xor;Ei[ia:aiuu�"® ,oniio.Asv[un
DOORS ARE QUAUFI ED. s•-r Doo.nEla[r L r-r sacra NUGm siiE.ii sn[coNonloxs cAus�vuiuutroxro mvu[iE
ERDM M[9FWNEMFNTSD A [FNSED
[Ci Sxau M•CSnCSROrK
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF. vnr iMsoocvArxr.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THATPRODUCT MEETS THIS REQUIREMENT,PRODUCT orc�u``11111111J1Y7j'
OVERHANG SUCH THAT OVERHANG(OH)RATIO SHALL OHLENGTH D H HEIGHT 15 2INSTALLED WHEN AT LOCATION PROTECTED BY
10 ``��S ...•
NOTE- ���•E..S 'Po
DOORS SHOWN ABOVE MAY BE LEFT a .N 7 7
OR RIGHT HAND OPERATING
Q S A OF Q
%��T ME� P'• w��
F
�j17, \ 1
" F
TABLE OF CONTENTS 'J�2r7 L»jpQpDl+�. �e
Digitally signed b Imes F Norero
SHEET REVISION SHEET DESCRIPTION
Reason:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Data:2019.1 D.01 21:21:16.04'OV
2 A TYPICALANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 - OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y:
4 A VERTICAL ASSEMBLIES N MINALSZEMAX.OVERALL DESIGN PRESSURE(PSF) MISSILE GLjT1M I SS MSS
5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS
WIDTH HEIGHT RATING DWG.N: D015726
6 A WOOD SUBSTRATES POS. NEG. POS. NEG.
7 A CONCRETE SUBSTRATES X 3'.0" 6'-8" 65• 65 65• 65 1 LMI&SMI SHEET: OF8
8 A COMPONENTS&BILLOF MATERIALS X 3-0" 8-0' S0 50 SO' 50 UMI&.51,41
'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
PREPARED RY:
INSTALLATION NOTES: Q
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. i
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 398 f.DANL\eFACN BLVO.,STE.318
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. BEACH,L3
OAPHp1954139B811e
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOFAR:1—744,11311STUCCO,FOAM,BRICK VENEER,AND SIDING. 37 1/2°MAX. wEB:.ryw.e9++du,ed.oRSEAR1
O.A.WIDTH
4. INSTALLATION ANCHORSAND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL °TYP. LU
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR F
MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z m a v$
D: H-C"T
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 0. i m
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE i® tiw Q
SHELL OF BLOCK. O p Ln 5="—
C)
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK N 2 m x
CONCRETE/MASONRY CONSTRUCTION. = w 0
U
DS g F7•
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES: w sa- 1W�
A.WOOD-MINIMUM SPECIFIC GRAVITYOFO.55. l7 m O O E,l O Sa
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. z�� g O U rT
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3 z Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 �o z < Q A c
PSI.
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O_� Q
OF 2000 PSI. w _
. . .__ .... . ..8, SEEESLiEET5..6AND.7.EQR_MQRE-DETAILS.QETHEINSTALLARQN_REQUIREMENT.S,.INCLUDINGANCHOR.. ..._....._ ._._ ._....._.._. _
F�
LOCATIONS,EDGE DISTANCES,EMSEDMENTS,AND SHIM SPACING. i
� REMARKS BY1 DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA sill,Multi-PofntLDh GE 6/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
L-92 k Reference DWG.NAGIO871A AM 9/16/19
ANCHOR TABLE1 TY?•ANCHOR LAYOUT
6'-0-A C-0'DOOM MFWHT CPi0f0 HfAEix•
6'8"DOORS 8'O"DOORS rxiEEw,onwfsCMAQu�usiuA�no aocnrt
E
ETHE REQYIMMEWS DETMEED I R—ADCx1F0
E_REEY ORARCHMU SIMV ME—snE—K
ANCHOR TYPE
ANCHOR SUBSTRATE MIN. MIN.EDGE locuMExrsroRQ e..R1xmD BxBM us.512E EMBEDMENT DISTANCE MAX.O.C. MAX.O.C. 1111 I1lif
SPACING Ai SPACINGAT
JAMBS JAMBS NOTE: ♦♦\\ •• C)
2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. `�♦ E•
WOOD SCREW #10 OR FRAMING 1-1/2' 3/4" 17-1/2' 17-1/4" = 'ti
ITW TAPCON 3/16° CONCRETE/CMU 1-1/4' 2-1/2" 17-1/2' 17-1/4"
S A OF
ELCO ULTRACON 1/4' CONCRETE/CMU 1-3/8"-CONC.
1-1J4" w
1" 17-1/2' 17-]/4" 0 Y� P••: �/
-CMU i T 1Ary
7 8 ♦�
ITW TAPCON 3/16° CONCRETE/CMU 1.7/4' 1' 10" 14-3/8" cH aFEw.,EA \�♦
B2 2-49 X 21/2"PFH DD
SCREWS
DATE: 02.05.14
2.49 X 212•PFH DETAIL D2 22 23 DWG. Y: CHK. Y:
PFH SCREWS nINTSHOE 13CAM SS'MSS
MULTI-POINT SHOOT BOLT
PLATE LOCATION SCALE: NTS
DETAIL B2 (RH PLATE SHOWN) DWG.X:
TYP.HOPPE D2 D015726
MULTI-POINT SHOOT BOLT ti.BOTTOMSHOOT SHEET: OF8
BOLT RATE
PLATE LOCATION HOME#2098911
SILL SECTION VIEW �HEAD SECTION VIEW
+nsmx4sxowxaurssvwcsuwR wsvnNosnowx olnswwc susuAR
PREPARED BY:
BUILDING DROPS,INC.
398 E.—M DEACF K..-338
DANM0[A[4•Ft33000
M(99113998(38
fAX:199411Y.A1M
41/2"TYP. 4 1/2"TYP.
1/2"OFFSET
1T
s
�q
I 1 o r�m6
a o�mm
B'03 mid
S�a
m �Q X mx
~ C U <z
aQ Q Z Z�
p0 W�
H s
O d U e
O Z
r"da
Ws
REMARKS BY DATE
Add ADA$III.Muhi-PDiDtlntk GL 6/23/14
[f-)TYP.ANCHORLAYOUT Ref—ceDWG.nAD1D87JA AM 9116/19
orwnu ix sots in conav V MAsonRr
.ttv.cruu mxortioaia9 a s•ec
fU O=WIE
1NE 9E[M9tuEN15 OEI W[o xtn[w�n NRNSFD
[xntRSNuso[te3RFsnESF[a[rt
11/4"MIN.EMBED TYP, rt�`,``SIS1111111//l/Z''
wSEE TABLE 2X BUCK ANCHOR TABLE 1� ���•E•°S' 'p �e
° N .7 7
O I .-OG I G'8"DOORS B'0"DOORS
z Z ANCHOR MIN. MIN.EDGE MIN.CENTER
ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER + -0 S A _OF t1'
SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. xl I!A
SPACINGAT SPACINGAT �O� P;° Z[i
IAMBS JAMBS
2%WOOD BUCK INSTALL. i
2K WOOD BUCK �j3�
ANCHOR PER BUCK ANCHOR TABLE ITW 7APCON 1/4" CONCRETE/CMU 1.1/a" 2-1/2" a° 25" 3o-1/a• ,PlDeyt `31 ND,mrl�
ip
1'2X WOOD BUCK INSTALL. 2X WOOBUCK INSTALL.
ELCO ULTRACTON 1/4" CONCRETE/CMU 1-1/4' MU 30.1/4°
4" 25"
cross ucnat sD iothtw
DATE: 02.05.14
DWG. Y: CNK. Y:
NOTES:
GL1TJM I SS MSS
1. 2K BUCK IS NOT FOR INSTALLATION AT SILL. SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG,p: 0015726
SHE°T: OF8
3
PREPARED BY:
BUILDING DROPS,INC.
19e E OANIA B[ACN OIVD.lIF.l)B
%%/ DANIABEACH,ftll D
/�%�� �.Ti PX:19941199
x,\.\'\• �0 11 EAN:199a19u.4—
1139
W ER:i•vv.W IIJngOmov wm
11
INTERIOR FXTEflIOfl EXTERIOR INTERIOR
Z8
I�.
4 1mw
5 INTERIOR N
./ EXTERIOR p F o N
C:j Ln
LLJ
Qj
• ''>"•rya �r OCC m 5 =
4 ro g a
a
1 OPERABLE HEAD OPERABLE SILL 4 OPERABLE SILL a Q a Z=
4 OUTSWINGSHOWN-INSWINGSIMILAR 4 INSWING 4 OUTSWING � Q W?
W �LLJ
�v
> ham!c
a
11 F.
F
EXTERIOR INTERIOR REMARKS BY DATE
INTERIOR EXTEROR / T IMERIOR EXTERIOR Add ADA fill.MUltiPoint Eork GL B6p3/1A
10 /, I Ei '/,
Reference DWG.NA010B71A AM 09/16/19
";'inn., J�Li
O ND MAL xOLRFiLECi ARJAl CEW011gN5 iOR ASPFtl
SrtE�E LLF COXDrtgx2 C•vH
iXOM Mf REDuiRFrAfXiS o[Iul 0 HB[N'F)N.♦lgfrHD
GIxEfR OR RRCHHECI IHAEE MfPePEiHE1PF[iC
e OPERABLE ADA SILL X61 OPERABLE SILL r1 OPERABLE SILL °`°"`° 1„111111"`""`
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING >>>�1
ENDURA HCISODO OPTIONAL AFCO H-497 O //�
�O i
f N .7 7
�-0 SA OF
11
9 INTERIOR EXTERIOR i9PEC qx xn.l�B
8 INTERNI. EXTERIOR
DATE: 02.05.14
GLITIM s"'s ISS
g OPERABLE SILL OPERABLE SILL SCALE: NTS
owG.a: D015726
4 OUTSWING 4 OUTSWING SHEET: OF8
4
PREPARED BY:
HINGESCHEDULE HINGE DETAILATIAMB:
PLACE H9 X 2.1/2"PFH SCREW NEXTTO WEATHERSTRIP BUILDING DROPS,INC.
DOOR HEIGHT QUANTITY 393E.DANDNe1w..9TE 33R
on NIn ABUeucnnJJm+
6'8• 3 o rN:199r1199u)e
rue t99E1>u.ErJR
B'0" 4 \ wER:.wnenae nRtrorEcm
o n
>m
1 a J o 2d
18 19 1 ��� \ Z O m
z E
;7 v
it LLu 3 Q=
�� 11 INTERIOR INTERIOR ��\' / / 4 Ln ^rl Y n LL
Q
1-#9 X 2-1/2"PHILLIPS y Q Q Zy
\ FLATHEAD WOOD SCREW O W o
�• \' 3-#9X3/4"PHILLIPS 2i0
� FLATHEAD WOOD SCREWS
8-#9 X 2 1/2"PFH EXTERIOR E%TERIOR0
W/STRIKE HARDWARE 4-H9 PHILLIPS FLATHEAD WOOD SCREWS
4-MPL STRIKE PLATES 17 USE 3/4"LENGTH FOR 6'-8"DOORS �4s
USE 1"LENGTH FOR 8'-0"DOORS F Z
1 LOCK JAMB 3 HINGE JAMB
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BYJ DATE
Add ADA sill,MultkPoint Lock GL 46/23114
Relemncc DAG.!140108)14 2/161199-#9X13/4"PFH 3-#8X2"PFH13-#8X13/8°PFH 16'•8"UNTS)8-#9X21/2"PFH W/HARDWARE W/STRIKE HARDWARE 1S-#8X13/8-PFH(8'-O"UNITS) roRn
(6'-8"&8'-0"UNITS( COMES W/HARDWARE 1NE64TE CQYDLTONS GUSEIN1TAWneNTO PEWTE
W/STRIKE HARDWARE 1-MPL STRIKE PLATE fflUMdF REpunG1FN154ETARED1-t—L.C: D
4•MPL STRIKE PLATES 4-#8X13/8'PFHcoIXCRr4na swans—rnEroE ssvEcuc
21 1-REINFORCEMENT PLATE—\
20 HOPPE 92512296 `'``1L11EI IIl1f Y/j�/
EXTERAR EXTERIOR ���`` •• ''��i
I�
O P:;Ertl
FIN-TERIOR c INTERIOR �i
e�/Gr/E \smYxq�+t�R`
11
4 MULTI-POINT LOCK JAMB 5 MULTI-POINT LOCK JAMB 6 MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY
DWG.BY:
SS/MSS
SCALE: NTS
DWG.H: D015726
SHEET: OF 8
5
PREPARED BY:
2X WOOD BUCK ly
:E BUILDING DROPS,INC.
IIz
�= 398 F.OAx1AREACN RwOW lRR
MIN.
EDGE DIST. ¢off Xj WOOD ANCHOR vx lSEPI Is
SEE TABLE SHEET 2 c a SEE TABLE ON SHEET 2 vAA:I9s°!7"°mva
H W[B:rwx.EWldingdmPicom
L;w
ii SwCONE
WN
w j zx wood aucK
2E �/ ,� t;g
c N / ED MAX. 2X WOOD BUCK O
mea
WOODANCHOR SHIM Q¢ N mg
SEE TABLE ON SHEET 2 MIN.EMBED. CO
SEE TABLE SHEET 2 C u
zx
HEAD (TYPICAL) JAMB(TYPICAL) 3 OPERABLE SILL o
6 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR INSWING-NO ANCHOR REQUIRED p 3
SILICONE r
�7
SILICONE SILICONE N
REMARKS BY DATE
2x WOOD BUCK 2X WOOD BUCK Add ADA sill,M,Itl-Polnt Lock GL 06/13114
Reference DWC,PAD10B71A AM 09/16/19
2X WOOD BUCK
srtEu IwFREFFF—CAUsINVI Baia ASML
u me wxonafu ulaclRSRsuFwx ro oEvure
4 OPERABLE SILLg OPERABLE SILL OPERABLE SILL M NF4 pRRFMFN SO TARFn NFRFiN AFlIcs'.
FFNGINEER OR 4RCwifR SM"LL fxfPRRF Sd[SEL6K
6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED
AFCO H-097 ��� .� .. O
`* ;N 7 7 POZ
S A _OF
W
SILICONE SILICONE SILICONE
:evFF R 7qH QA�e
—OEM
2X WOOD BUCK 2x WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g DWG. Y CHK. Y:
OPERABLE SILL rg
OPERABLE SILL � OPERABLE ADA SILL GL�fJM ss nnss
6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.a: D015726
SHEET: OF B
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR LAMB AS LONG AS MINIMUM
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
MIN. n 1K WOOD BUCK IQ�
EDGE DIST, r„ (OPTIONAL) BUILDING DROPS,INC.
SEE TABLE SHEET N= 39R[.DANw D[ACN RivD..sf[.110
Z o
f'"m • DANIAMA Ll1
CONCRETE ANCHOR SILICONE
Rn uu13R9atle
SEE TABLE ON SHEET f�aas•Pwena
fsn CONCRETE/
w� MASONRY
z F
BYO 4 % CONCRETE/ J m N
MASONRY
[ BY OTHERS O m o
a qq
1K WOOD BUCK : 100 p W a%%%...% %%% (OPTIONAL) =~O 2 F- "'8'v
f 0.25"
MAX. O a cr m i
SHIM
CONCRETE ANCHOR ¢ DO
MIN.EMBED. M x
SEE TABLE ON SHEET CONCRETE/MASONRY BY OTHERS O
a U N
SEETABLE SHEET 2 Lu wo
HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL u
OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED p V
OV 1.4
SILICONE
SILICONE SILICONE F-
f-
REMARKS BYJ DATE
C d 4 .C d d •C d d Add ADA sill,Multl-0oint lod GL 6/23/1
CONCRETE/ CONCRETE/ CONCRETE/ Releren[e DWG.aA010871A AL091161�1,9
MASONRY MA50NRYBY OTHERS BY OTHERS BY OTHERS
—01SATON
fDC�f UTE CON AYATON iD UEvuie
4 OPERABLE SILL 6 OPERABLE SILL 7 OPERABLE SILL Rrt `u`M=° "� �
fFNGiKFR ORARCxrtfR fx4LL RREevaE SrtFYE[6'K
7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ```111[III[J JT27j
AFCO H-497 `````�S .� .• ''jl��i
_* N 7 7
SILICONE SILICONE SILICONE i�p� S O 101''�N••�1��
C O. •� d. 'd d d fare�hj�Atn SIU f/gY7��R
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY _ MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
g OPERABLE SILL 9 OPERABLE SILL OPERABLE SILL DATE: 02.05.14
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED 7 UTSWING/INSWING-NO ANCHOR REQUIRED DWG. Y: CHK. Y:
GL TJM SS MSS
SCALE: NTS
DWG.#: D015726
SHEET: OF 8
t�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW �J
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM /
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK Q
ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE 02098911
FINGER-JOINTED PINE
BUILDING DROPS,INC.
SOLID PINE O 39B E.DANIABEAn1 BEW..SM 338
1 FRAME HEAD/JAMBS LAMINATED VENEER ® DA Nu'Aan 3'30M
LUMBER O pAe:l9vlwuA+3e
wce:...w.e:, Mgtlmpvmm
COMPOSITE
2 (NOT USED)
3 (NOT USED) cr
4 THRESHOLD O a a o A d
5 THRESHOLD ti W LL v
> x:-
6 THRESHOLD O cc O m
7 AFCO H-097 THRESHOLD ° 000 91 ®® O m
8 THRESHOLD - O F�
9 THRESHOLD - _ O HANDLE 2's-
00
10 ADA THRESHOLD - ¢ O o c HEIGHT
URETHANE FOAM& O Ln
66 ® 0 �
11 WEATHERSTRIP $
POLYETHYLENE 3 Z
m
° O Flo Z
12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE °o
13 (NOT USED) - HEIGHT 9 0
d _
W's
14 (NOT USED) - C�c + r_ 0 ~�
15 930 WOOD INSTALLATION SCREW W/11/2'MIN.EMBEDMENT STEEL O
O V
o ° REMARKS BY DATE
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL M
Add ADA SIII,MuItFPDint lttk GL 11121111
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL .—
® '—D RelerencD OWG.NA010871A AM /16/18
18 LOCK SERIES 400 STEEL o'
19 DEADBOLT SERIES 780 STEEL
O _
11.14S .13-MAT n�3AnWEEDNT RG I08pEUFp
ROCKWELL MULTI-POINT TONGUE LATCH#73226768 6-8 UNIT STEEL eD O1
B
: r u .Ns Aw .13—
20 MMt BEWieEMFMT3OnAlEDNEWM ABRNSED
ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT
B0.63' cINEEpap Yta RU3NA.B TMcnB
nI�.
�E SMs.E.
21 HOPPE MULL-PDINT HARDWARE HL59000 STEEL
DDcu ,+`iILIf//7`,'
22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEELLT
23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL `��` \•E••S•• 'P''�
c 79" �poo� `v s A7 OF
OFRAME HEAD/JAMBSO THRESHOLD O THRESHOLD O THRESHOLD 22 HEAD SHOOT BOLT PLATE(LH) ''O�� EP 3wP': Kti
VARIES,SEE BOM AT LEFT �) 33 73
I I re.ld3nn7 E
Zn
1--4.563: 4.56"'—'1 5.62° 4.57°
1.75" DATE: 02.0$.14
DWG. V: CHK. Y:
OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD O THRESHOLD ADA O HEAD SHOOT BOLT PLATE(RH) GL TJM SS MSS
7 8 9 10 23 SCALE: NTS
DWG.#: D015726
' I ®® SHEET: OF8
'o^
4.56"
BUILDING DROPS 398 E.Dania Beach Suite 338
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
Pr o d c E.%J ts.3 I arg Gc _ .✓N x,Lr'il..
of
JELD-WEN, inc.
Design Pro / Smooth Pro
Opaque (Impact) (HVHZ)
for
Florida Product Approval
ei6%rt No. 4651
Current Florida Building Code
Method: 1— D (Engineering Method)
Category: Exterior Door Assemblies
Sub—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro
Material: Fiberglass
Product Dimensions: 3'-0"W x 6'-8" H (Nominal)
3'-0"W x 8'-0" H (Nominal)
Prepared for:
JELD-- lEi'al, inc
3737 Lakenpvrt Blvd,
Kla �````� tlfl�0 ►/e®��
�rs5atye �:lie, OR_ 76-011 tt t
`a. E p sA�
Prepared by: ` `®
Hier no-es E. Norerox P.E. N . 7 7
Florida Professional Engineer#73778
Date:09/13/2019 r S A OF
Contents:
s O� O
Evaluation Report Pages 1-4
Digitally signed by Hermes F Norero \`}P,`
Reason:I am approving this document HermeslFlNotA�b,Y.E.
Date:2019.10.01 21:18:24-04'00' Florida No.73778
BUILDING DROPS Date: 09/13/2019
Eve
A Perfect Solution in
Report No. 4663.2
r Every Drop!P•
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Door
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
Product Name: Design Pro/Smooth Pro
Opaque(Impact)(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 1a of the State of Florida Product Approval, 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 provided by manufacturer 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 for Wind Zone 3.
4. Site conditions that deviate from the details of manufacturer require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions for size and design pressure limitations
Hermes F Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS Date: 09/13/2019
Report No. 4663.2
A Perfect Solution in Every Drop!
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with the
current Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation and Management
Institute(FBC Organization#: CER1773)
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-210-3916-01 08/30/13
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
TAS Report Engineer of Record: Kevin P.Tyra, P.E.
Report# Report Date:
SJW2013-196-TAS 09/13/13
SJ W 2013-246 12/17/13
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
SJW2014-073 06/26/14
SJ W 2014-077 06/27/14
SJ W 2014-072 06/27/14
SJW2014-080 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 Date: 09/13/2019
A Perfect Solution in Every Drop! Report No: 4663.2,
T
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: Refer to Installation Instructions(D015726)for anchor spacing and more details of the
installation requirements.
Design Pressure: Refer to drawing(13015726)for pressure information.
Hermes F Norero,P.E.
Florida No.73778
Page 4 of 4