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Product Approval Menu>Product or Anolication Search>Application List>Application History>Application Detail
FL# FL16708-R9
Application Type Revision
Code Version 2017
Application Status Approved
' REVIEWED FOR
Comments
=
Archived ❑ CODE COMPLIANCE
t ti
� ST. L.UCIE COUNTY
Product Manufacturer JELD-WEN
n Address/Phone/Email 3737 Lakeport Blvd
SOCC
Klamath Falls',OR 97601
(800) 535-3936
1 fbcl@jeld-wen.com
`i•, Authorized Signature Rylee Sumner Fricks
�at a irk fbcl@jeld-wen.com
I Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
l {
' Quality Assurance Representative
File Copy
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
t
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity
National Accreditation and Management Institute
j Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
{
4 �I
Validation Checklist- Hardcopy Received
I!
Certificate of Independence FL16708 R9 COI COI JW SS 2015-04-27 !)df
I'4 Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
c.
TAS 202 1994 11
TAS 203 1994
Equivalence of Product Standards
htip:i,'tsww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2f1Zm6TudWOg6cFUIGh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d[7/9/20194:02:38 PM{
Florida BuildingCode Online
Certified By I
Florida Licensed Professional Engineer or Architect
FL16708 R9 Equiv ASTM E84 Equivalency_Letter SS 2017-08-31.pdf
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.t a Sections from the Code
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Product Approval Method Method 1 Option D
' Date Submitted 04/22/2019
l`' 9
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 a±
.
16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
'.? I Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
+ Approved for use in HVHZ:Yes FL16708 R9 II A010871A X OPO SS 2017-02-09Rdf
l; 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
9 / Evaluation Reports
P i Other: FL16708 R9 AE PER4663.1 SS 2017-11-17 pdf
t ` Created by Independent Third Party: Yes i
------------------
I ! st 16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x18-0 Inswing
9 and Outswing
Limits of Use Installation Instructions
i Approved for use in HVHZ:Yes FL16708 R9 II A010872A X L S016-0 6 Ddf
'? 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
F:kt Ei I Other: FL16708 R9 AE PER4438 1 SS 2017-11-17.pd
i.:
t
41,
„ Created by Independent Third Party: Yes i
16708.3 C Design Pro Smooth Pro Studio Double XX Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
`}r � 9 / / ( ) PI
Fiberglass Inswing and Outswing
—
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010873A XX OPO SS 2017-02-09,pd
! I Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 j
ce '1 t Impact Resistant:Yes Created by Independent Third Party: Yes �(
Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4664 1 SS 2017-11- 7 pdf
j Created by Independent Third Party: Yes
__ .-..__ .-.....-.�
j
16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
r
Inswing and Outswing
E . Limit of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R9 II A010874A XX GLZ SS 2016-08-26 odf
,4
t Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
i, Impact Resistant:Yes Created by Independent Third Party: Yes
' l - Design Pressure: N/A Evaluation Reports j
Other: FL16708 R9 AF PFR4440 1 Sa 7017-11-17.nrif II
Created by Independent Third Party: Yes
Aj 9
16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact d'aque Door
d Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
0. Approved for use in HVHZ:Yes FL16708 R9 II A010875A OXO OX OPO SS 2017-u2-• .Dcjf
I Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
1 Design Pressure: N/A Evaluation Reports
Other: FL16708 R9 AE PER4665 1 SS 2017-11-17 pdf �
Created by Independent Third Party: Yes
I
littp:i.www.floridabuilding.org/pr/pr_app_dtl.asspx?param=wGEVXQwtDqu8obl%2flZtn6TudWOg6cFUlGh3R4CIxCUXCdC%2fAKQew%2f6Q%3d%3d(7/9/20194:02:38 PM]
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Florida Building Code Online
I
16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Impact Glazed Door 9-
I 0 z 6-8 and 9-0 x 8-0 Inswing and Outswing II
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F06708 R9 II A010876A OXO OX GLZ SS 2016- 8-26.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes Created by Independent Third Party: Yes
[ Design Pressure: N/A Evaluation Reports
I Other: FL16708 R9 AE PER4442.1 SS 2017-11-17.12df
Created by Independent Third Party: Yes _
] I
I 16708.7 G Design Pro/Smooth Pro/Studio Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Opaque
{ I Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswi,ng
C r' ..... - — ------- ----.......
— -- ...— _..-.........
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F
l Approved for use outside HVHZ:Yes O9•�df
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778 i
y Design Pressure: N/A Created by Independent Third Party: Yes 'I
I Other: Evaluation Reports
1 FL16708 R9 AE PER4666.1 SS 2017-11-17 p
Created by Independent Third Party: Yes
& f
P
116708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)Impact Glazed
f Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and OutsWing
i 4 I Limits of Use Installation Instructions ��
i Approved for use in HVHZ:Yes FL16708 R9 II A010878A OXXO. OXX GLZ SS 2016-08-
Approved for use outside HVHZ:Yes 26,Dddf i
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 R9 AE PER4444.1 SS 2017-11-17.Dd
Created by Independent Third Party: Yes
1 5
' s09� FM
� S
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IContact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
t # The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.;:Privacy Statement::Accessibility Sta m n ::Refund S a m n
14 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
t 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:
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BUILDING DROPS 398 E.Dania Beach Blvd.
Suite 338 '
f'' A Perfect Solution in Every Drop Dania Beach,FL 33004
j
Certificate of Authorization:29578 954.399.8478 PH i
954.744.4738 FX
contact@buildingdrops.com
i
i
April 27, 2015
TO: Whom It May Concern
ii
i�
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls,OR. 97601 �I
i
I
Dear Sir (Madam),
j
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,
%SES F' 0
7
SJONAL �C+``� Digitally signed by Hermes F.Norero,P.E.
Mill+ 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
I I
i
II
Page 1 of 1
BUILDING DROPS 398 E.Dania Beach. Blvd
Suite 338
� A Perfect Solution in Every Drop! Dania Beach, FL33004
t. t 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 BuildingCode shall be qualified for the requirements of the 6th Edition Florida Building q q g Code.
I�
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,
1%J111Ifill,
` �S F.
* 7i
S/ANAL� N,'`Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document
Date:2017.08.31 09:51:27-04'00' j
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).
I
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Page 1 of 1
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PREPARED BY:
JEL]BrWEN BUILDINGROPS,INC.W 1 N D O IV S & D O O R S 399 E.DANIA BEACH—C..5tE 11B
DANIA BEACH,EL 11004
PH•19941199.849g
FAY'I...IZ44."BE;
w'N www bwldmgd,pp.mm
DESIGN PRO/SMOOTH PRO/STUDIO ^3,1,2"MAX_
IMPACT APPROVED O.A.WIDTH0 CIT
EJJ $ o
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVNZ) s I—o
s�tz oo. , a
O.A.WIDTH CCtgl
< ® zaoaoQ
Lf)
a"
mea
pQ
GENERAL NOTES: Z Z mg® O Cw7 x
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA \ g 0 a Q p y
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
TAS = s Z d W z
• -94 = p J Q
• TAS 202-94 m w •y.+w t= 2 O.I W
• TAS 203.94 = L 1 O w
�
s s
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE ED t)iEg ED ¢ 4 w O U y
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z i s EF ACTIVE OJ N z¢ 5 ® ACTIVE = O}-ILA
91.
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF N—a s E� p s ~ W;
INSTALLATION. 3 0 s = o z a� i.i p_
O
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR �
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
DOCUMENT. Odd ADAN11,MHItl-PDInE lock GLI06/23/14
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT L
Al
a a s s 1 s v 1 a s 6 7 a 9
RESISTANCE.
4 4 4 4 4 4 d d 0 d 4 4 A A 4
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP.ELEVATION S n TYP.ELEVATION 2 A�SX,L:NOT9EREIADDUC DHwEwEORPAR;"
DOORS ARE QUALIFIED. 1 '... HEIGHT r.r RHEIGHT
WIMOerW ENC0WW lWl4URDPS
NTD+4.D•—'
-- MiD IN5�wMEMA.NDT IFRMITIm AND
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF. A.11-1 A
REMAINING SILLS
LS NOT RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION REQUIRES THAT `S\`_n�s F•/1,Q
PRODUMEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY '%%'O
/
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH_OH HEIGHT IS 21.0
NOTE: •N 7�:O
DOORS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. ro
'moi Ct�p•�•'........•�•���2��
////j�jsQq��J.oqe Eq�iFE/I)(cI1���Yym�tyvrpufipY6�����5`
1911E oDArMiI,(dEldMA1165.N�e
TABLE OF CONTENTS
!1111 CERT.Di AULIIDPRAtI0NN0.1991•
SHEET REVISION SHEET DESCRIPTION
Igitally signed by Hermes F.Norm,P.E.
oason:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2017.02.0915:24:09-05'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 0Z•05.1,4
3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS DWG. Y: CHK.gY:
MAX.OVERALL DESIGN PRESSURE(PSF) GLITJM SS/MSS
4 A VERTICAL ASSEMDLIES NOMINAL AL MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATIONINSWING OUTSWING IMPACT SCALE: NTS
WIDTH HEIGHT POS. NEG. TING DWG.n:A010871A
6 A WOOD SUBSTRATES -
7 A CONCRETE SUBSTRATES X T-0N 6'-8" 65• 65 65• 65 LMI&5MI SHEET: OF8
COMPONENTS.&BILL.OF MATERIAV; = _ _ 50• 50
-SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES: PREPARED BY:
1. ONE(1)INSTAI IATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
jay
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(5)SHALL BE BUILDING
Denaaz P s,EINe
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. oaNlI Dena,RVID,S
Fal:(SS111998A)R
PI
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMBED TO wee.w.H,.HNual"Rd,Ro,[aR
STUCCO,FOAM,BRICK VENEER,AND SIDING. 371/2"MAX.
O.A.WIDTH,
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL — 3"TYE. L $
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR j 0 a m N$
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
i p- -- ZS. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ® O Z it m ti
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE - ,..LL
SHELL OF BLOCK. a a O < g F y 4
Oa j and
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O C m x
CONCRETE/MASONRYCONSTRUCFION. O_ G 0
�a
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ^ = m a
FOLLOWING PROPERTIES: ¢ ¢ Z.
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. n "
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. Z O1 4a = E1 = C W
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH i ` u u ;,T U "
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 j 3 ao ¢ O ¢ O a
PSI, O?
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH U
OF 2000 PSI. / d.
B. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR P
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. FTi
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM REMARKS BYJ DATE
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
A44 ADA sill,MDILI-Palm Lack GL 6/23/14
A2 A2
ANCHOR TABLE �TYP.ANCHOR LAYOUT
�J ea•ae•-0•IIDOR NDCNr HD DM HA. .DANT T
6'8"DOORS
'0"DOORS nxosHau xm e[R[FRoauolx —TNmaiw [
I tvlmau S,Dl w% oaovs 111
Nws.HI NM,rHa
MAR[IN(3 TO)HIS DOCUMENT-NDT FIRMITTED AND
ANCHOR MIN. MI `A
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.O.C.
512E EMBEDMENT DISSTANCETANCE `
SPACING AT PACING AT
JAMBS JAMBS
�'p
2X WOOD BUCK NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY. 0
WOOD SCREW p10 1-1/2' 3/4" 17-1/2" 17-1/4" =* -47
OR FRAMING
ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17.1/2" 17-1/4" = vf
5 A
'
40
1-38"-CONT.. 'i� � •a•�......q'•
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 17.1/2" 17-1/M1" s
1-1/4"-CMU 1qv
W TA CON 1 CONCRETE CMU 1-1/4` 1" 10" 14-3/8"
FRFF CERT.OF ALITHOR-101 10
B2
2-119 X 2 1/2"PFH
SCREWS
oerae oz
DATE: 02.05.14
2.99 X 2 1/2"PFH 22 23 DWG. Y: CHK. Y:
PFH SCREWS MULTI-POINT SHOOT BOLT GL TJM SSJMSS
• PLATE LOCATION LI• SCALE: NTS
DETAIL B2 (RH PLATE SHOWN)
IYP.HOPPE 1)2 DWG.it:A010871A - -
MULTI-POINT SHOOT BOLT 1-BOTTOM 5HOOr
HOLT PLATE SHEET: OF8
PLATE LOCATION HOPPE 42098911
�I-SILL SECTION VIEW HEAD SECTION VIEW —
INSWINGSHOWNOIrtSWINGSWAM INSWING SROWN DBISWINGSIAOW
S[E DFTIIL Bt SFF ORAIL 0)
PREPARED DY:
BUILDING DROPS,INC.
4 1/2"TYP. 4 1/2"TYP. 398 E.DAN ANIA EAC BEAC"SLM.STE.339
IA
_ NBEA Ir F1.a39
33—
11/2"OFFSET V eeicpsilT ,".
wEa.r'NW emd"ed-"PCTs„
m
a, o X00 Vf aoco
IL `4 a� SCJ WLL�
< SL230 SL130,LEFT SL130,RIGHT SI-230,B'0" SL130,B'0'• a �F 5 a
p 0. m w m Y n LL
o¢ xp
U N V
oa az
4 z Z.
0 W=
a Z
i O Q
IL
REMARKS BYDATE
nTYP.ANCHOR LAYOUT SL220,LEFT 51.220,RIGHT $L300,LEFT SL300,RIGHT 51.600 Add ADA sill,Muhl Point Lock GL D6/23/14
3 GRONAL IM IURIN[oN[RLTF/MASONPY
QUALIFIED SKIN PATTERNS Add qualified Skin Patterns t121211N11
.250±.010 NAND SHAE NOT BF P[MOOICfD IxPSvx(NE OR
T VAHOOT'A'RRFEN CONS'su OT INU -gniRS.LVC.
ODA
+.010 .0301.010
_ .092.,5 AR[IN(:S TOIx nDOOCOMFNTAR.NO1 PEPMRTFD ANO
11/4"MIN.EMBED TYP. I `%% 5 IF O/j- '
TVP.GROOVE DIMENSIONS Q�. F '��
N SEE TABLE 7I..D .IK
wZX BUCK ANCHOR TABLEc 6'B"DOORS 8'D"DOORS /sk'oL�/p/►i(JrypS(R`2XWOODBUCK 2% TALL. / (. S
ANCHOR PER BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SUBSTRATE MIN' MIN.EDGE
TO.CENTE CENTER ase LUAl31TdFTA611A1AW��
SIZE EMBEDMENT DIST.TOSUBSTRATE DISTANCE MAX.O.C. MAX.D.C. EDrt¢aT.DF nun�Dwu D.-1.
�2X WOOD BUCK INSTALL [4]2X WOOD BUCK INSTALL. SPACING AT SPACINGAT
IAMBS JAMBS
I.C.sfrnax 3 stDF�Fw
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4"
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30.1/4" DATE: 02.05.14
1-1/4"-CMu DWG. Y: CHK. Y:
NOTES. GL TJM SS�MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.
SCALE: NTS A
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.n:AO10S71A- -
SHEET: OF B
PREDARED BY:
n
BUILDING DROPS,INC.
E.o NIA BEACH,FL IME"a
PH:1954D99B479
r\\\ I O 19541944...B
WFB uww.W�IGna4ropr.[cm
11 11
INTERIOR EXTERIOR EXTERIOR / INTERIOR
O m m°
" 4 � 1 S 4!NTER!0R / EXTERIOR � _-- - -----_
P �O to o0m°o
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OPERABLE HEAD r3f� OPERABLE SILL r4fOPERABLE SILL o a a yF�
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oDATE: 02.05.14
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PREPARED BY:
e
HINGE SCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC.
PLACE 99 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP
DOOR HEIGHT QUANTITY ave[.DANIne[aa e[w,st[.338
,,RERCN,FL 3300+
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2
4-#9 PHILLIPS FLATHEAD WOOD SCREWS _
17 USE 3/4"LENGTH FOR 6-8"DOORS
USE 1"LENGTH FOR 8'-0'DOORS k"')
LOCK JAMB HINGE JAMB
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BY DATE
Add ADA YII,MUI[i-PD'mt Lock GL /23/14
9-#9 X 13/4"PFH 3-#8X2"PFH 13-#8X13/8-PFH(6'-8"UNITS)
8.#9 X 2 1/2"PFH W/HARDWARE 15-98 X 13/8"PFH(8'4"UNITS) 4ry0 LIT RNOi Bf RFPRODU¢OIN WryOlf OR PRRiNG
6'-8"&8'-0"UNITS W/STRIKE HARDWARE COMES HARDWARE
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DATE: 02-05.14
OPERABLE SILL _ n OPERABLE SILL -OPERABLE ADA SILL GG1TJM SS 'm: ss
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SECTION OF HEAD ORJAMB AS LONG AS MINIMUM - - -- -'— "- ---- -- - ----------------------- ---- h— __
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. \J
PREPARED BY:
MIN. 1X WOOD BUCK
EDGE DIST. r (OPTIONAL)
SEE TABLE SHEETz BUILDING DROPS,INC.
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AFCO A-117 ENDURAZOBL4565F ENDURA HCISOOO ADA GL1TJM SS�MSS
SCALE: NTS
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SECTION Of HEAD OR1AN18 A5 CONGAS MINIMUM___
---"— -"-- - - - -- -------=__- "-- - ------ -------____
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
BILL OF MATERIALS 20 ROCKWELL MULT—POINT LOCK 21 HOPPE MULT—POINT LOCK
ITEM4 DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911
FINGER-JOINTED PINE
SOLID PINE 0 BUILDING DROPS,INC.
199 F.DANIA REACH D4.7D.,STE.SM
1 FRAME HEAD/IAMBSLAMINATED VENEER 0 DANIA DEant EE v0D4
IN:1911H99..
LUMBER FAK:195417444M
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10 ENDURA HCI5000 ADA THRESHOLD .^y o o e — HEIGHT Z W e
C D 0 O F—
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11 WEATHERSTRIP POLYETHYLENE C u 3 0 QLu
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12 NUN-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE Za^HANDLE 43 07
13 (NOT USED) _ HEIGHT CL W+
14 (NOT USED) CZD0 0 } w 2 I"3
oR r (1
15 1#10 WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL o G o e REMARKS BY DATE
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL Add ADA,111,Mul[I-Polo[lock GL 06)23/14
18 KWIKSET LDCK SERIES 400 STEEL
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19 KW IKSET DEADBOLT SERIES 780 STEEL
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20 STEEL DDI wRmmKnxswrDF KFxunNc DKays.ixc
ROCKWELL MULTI-POINT TONGUE LATCH 1#732287808-0 UNIT ` iuivnN nomr axs.xwxKmNrwc.a+aINEK
0.63"— MARKINGS TONS—DRIENT ARENDSPERMRTEDAND
21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL \\\\ _- /777 -
22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH U8784091 STEEL O U opLl -Z
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23 HOPPE MULI-POINT HEAD SHDDT BOLT PLATE RH#8783923 STEEL ,r � \ ' p
7
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OFRAME HEAD/JAMBS O ENDURA ZAIL4565F O AFCO J-2297 6 AFCO A-276/P-2000 ZZ HEAD SHOOT BOLT PLATE(LH)
VARIES,SEE BOM AT LEFT THRESHOLD THRESHOLD O THRESHOLD O J9ee poay� � & \Ake
IBR[cERi.DK amxn+oannu Nn.JRsre
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/ /4.563" 4.56" 5.62' 14.57' I O 1.75" DATE: 02.05.14
DWG. Y: CHK. Y:
O AFCO H-497 THRESHOLD O AFCO A-117 THRESHOLD O ENDURA ZOBL4565F O ENDURA HCI5000 ADA O HEAD SHOOT BOLT PLATE(RH) GL/TJM SS MSS
THRESHOLD 10 THRESHOLD 23 SCALE: NTS
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SHEET: OF8
t—T--- ---_ -
4.62' 4.56.—I o 1.75"-{
I
BUILDING DROPS 398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL33004
A Perfect Solution in Every Drop! 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
11
contact@buildingdrops.com
rc-oduc-, Evaluation Report
Of
JELD-WEN, inc. it
Design Pro / Smooth Pro / Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
e p In rT., N o� 6633 x. �
Current Florida Building Code
'i
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 VelocityHurricane Zone
Material: Fiberglass
Product Dimensions: 3'-0"X 6'-8"(Nominal)
3'-0"X 8'-0"(Nominal)
Prepared For:
HE,LD-WEN, ie.c,
��1111111II��
a 373,E7 LakeportpD..i`Slvd, S F.
amath FalK O , 97601
Prepared by: 'ZZ •�-�� �O
_ 7 _
H6 r3a7E:':* F.: 9',sa3"c'ro: P,E.
Florida Professional Engineer#73778
Date: 11/15/2017 O (0 p;P,�• �
Contents: 'i ��
Evaluation Report Pages 1-4 '���is`%NAL��G``��
Digitally signed by Hermes F.Norero,P.E. HermeSllfINUPIc, P.E.
Reason:I am approving this document Florida No 73778
Date:2017.11.17 10:34:29-05'00'
`
BUILDING DROPS
Date. 11,15,2017
teport NO: 46 3
A Perfect Solution in Every Drop!
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/Studio Fiberglass
Impact Approved Opaque Doors
For use in the High Velocity Hurricane Zone(HVHZ)
3r+rx6-8r (mommay ||
3 -0"X8'-8" (NominaU
�
Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E. (FL#73778)forJEL0'WEN Inc'
based nnKUe1hod_l�ofthe F|ohdaDepartment ofBusiness and Pn�essiona| Regu�don 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 BuildingCode,
including the"High Velocity Hurricane Zone" (HVHZ). /
Z. Product U h || be as listed o spacedasshown pnoetu//sAnchor v/ embedment into
substrate material shall be beyond wall dressing or stucco. 11
3. When used>nareas requiring wind borne debris protection this product cv///p//exwu"
Chapter l6ofthe current Florida Building Code and does not require animpact res\sta 11 nt
covering.
4 Site erin�
' |
analysis byalicensed engineer orregistered architect. '
S. See Installation Instructions A010871 for size and design pressure limitations. |
1
Hermes F Nore,ro, P.E.
Florida No�l 73778
' N
U �
U
i
BUILDING DROPS
A Perfect Solution in Every Drop! Date: 11/15/2017
Report No: 4663.1
Certificate of Authorization:29578
I
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through f
National Accreditation&Management Institute(FBC Organization#QUA1789I).
Performance Standards: The product described herein has been tested per: �I
• 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
N CTL-210-3930-01 02/24/14
N CTL-210-3930-02 03/10/14
NCTL-210-3925-03 02/07/14
TAS Report Engineer of Record:Gerard J. Ferrara, P.E.
I�
Report# Report Date:
SJW2013-194 w/addendum 06/10/14
SJ W 2013-131-TAS 07/02/13
SJ W 2013-206-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
SJW2013-251 12/23/13
SJ W 2013-252 12/23/13
SJ W 2013-253 12/23/13
S1 W 2014-032 04/22/14
SJ W2014-073 06/26/14
SJ W2014-077 06/27/14
SJ W 2014-072 06/27/14
SJ W2014-080 07/03/14
TAS Report Engineer of Record: Robert H.Zeiders, P.E. II
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No:73778
Page 3 of 4
I
I
I
�I
I
i�
BUILDING DROPS
A Perfect Solution in Eve Drop! Date: 11/15/2017
it 46I
Certificate of Authorization:29578 Report No: 3.1
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 it
II
4. Component Material Testing of Fiberglass SMC Skin
Element Materials Technology II
ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM G155
Report#: ESP010982P Report Date:02/26/13
I,
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate (Min.S.G.=0.55), use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.501' into
l
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.Fc=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.
I I
Refer to Installation Instructions (A010871)for anchor spacing and more details of the installation
requirements.
I�
Design Pressure: I�
MAX.OVERALL DESIGN PRESSURE(PSF) �{
NOMINALSIZE MISSILE ;I
CONFIGURATION INSWING OUTSWING IMPACT
WIDTH HEIGHT RATING
POS. NEG, POS, NEG.
X 3'-0" 65x 65 LMI &SMI
Ij
X 3'-0" 8'-O" 50" SO SO" 50 LMI &SMI
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
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