HomeMy WebLinkAboutProduct approvals Flori[la Building Code Online
an
t.
i
f Y �') i<°,;, y t. <...?� r�4k!h..5•) y� Jx yi„ (4 fI,".9 xv s" .. kY-+l «3t....•'t
BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
P USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
i FL# FL16708-R11
Application Type Revision
Code Version 2017
f Application Status Approved
Comments
y Archived
} Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
f � (800) 535-3936
., fbcl@jeld-wen.com
s; Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
t Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
I (800) 535-3936
'•''` 1 customerselviceagents@jeld-wen.com
Quality Assurance Representative
:. Address/Phone/Email
` Category Exterior Doors
4 Subcategory Swinging Exterior Door Assemblies
�V
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
j ❑ Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
i E j Evaluation Report
I :
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
1 Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
El Validation Checklist- Hardcopy Received
Certificate of Independence FL16708 R11 COI COI JW SS 2015-04-27.pdf
i
qr�z �l Referenced Standard and Year(of Standard) Standard Year
` TAS 201 1994
TAS 202 1994
i
i TAS 203 1994
1 ,}
,A. _
Equivalence of Product Standards
I
I
littp:/Avww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9o05lkUyQNrfFg%3d%�d[2/11/2020 1:00:18 PM]
i
I
Florilia Building Code Online
Certified By
Florida Licensed Professional Engineer or Architect
j FL16708 R1I Equiv ASTM E84 Equivalency Letter SS 2017-08 31 [)df
i Sections from the,Code
i{{ .
' r Product Approval Method Method 1 Option D
3 a C . k }
I Date Submitted 12/12/2019
Date Validated 12/15/2019
i Date Pending FBC Approval 12/17/2019 i
Date Approved 02/11/2020
_ f
I Summary of Products 4
L--_
FL# i Model, Number or Name 1 Description
16708.1 — A Design Fiberglass Pro/Smooth Pro/Studio ?Single a)n Impact d OutswingOpaque Door 3-0 x 6-8 and 3 0 x 8-0
Inswing 1
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R11 II 16708.1 SS 2019-10-01.[�df j
1 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
r, I Other: FL16708 R11 AE PER4663.2 SS 2019-10-0l.pdf
Created by Independent Third Party: Yes
= it
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 i
1 and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 Rll II 16708.2 SS 2019-10-01,pdf
n Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
1 I Impact Resistant:Yes Created by Independent Third Party: Yes I
-; Design Pressure: N/A Evaluation Reports
Other: FL16708 R11 AE PER4438.3 SS 2019-12-13.pdf
. 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
r Limits of Use Installation Instructions
t j 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
i Impact Resistant:Yes I Verified By: Hermes F. Norero, P.E. 73778 I
Design Pressure: N/A Created by Independent Third Party: Yes
I
Other: Evaluation Reports
FL16708 R11 AE PER4664.2 SS 2019-10-Ol.pdf
1 — 1 Created by Independent Third Party: Yes — —
1 116708.4 — D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 xi8-0
Inswing and Outswing
x Limits of Use — — Installation Instructions !f
a j Approved for use in HVHZ:Yes FL16708 Rll II D015705- DP SP GLZ LMI HVHZ XIO FBC SS
i _1Approved 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
t FL16708 R11 AE P_R4440. 01 -12-1 .pdf
Created by Independent Third Party: Yes —
116708.5 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 j
k j Limits of Use Installation Instructions
t Approved for use in HVHZ:Yes FL16708 Rll II 16708.5 SS 2019-10-01.pdf ;.
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
! I Impact Resistant:Yes Created by Independent Third Party: Yes 1
" 1 t Design Pressure: N/A Evaluation Reports i
Other: FL16708 R11 AE PER4665.2 SS 2019.-10-01.pdf
lutp://www.(loridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFU IGz°io2bYuNViQ9o05lkUyQNrfFg%3d%3d[2/1 1/2020 1:00:18 PM]
i
I
I
I
Florida Building Code Online
h v I Created by Independent Third Party: Yes I
--- ..............-...._� ........................ - ... —
E ; 16708.E swing and
0 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O) Impact Glazed Door 9-
x 6-8 and 9-0 x 8-0 In Outswing
I.__ __.. ._
t Limits of Use Installation Instructions
h Approved for use in HVHZ:Yes FL16708 R11 II 16708.6 SS 201 -10-01 pd
I x I Approved for use outside HVHZ:Yes ! Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant:Yes j Created by Independent Third Party: Yes
( Design Pressure: N/A ;Evaluation Reports
Other: FL16708 R11 AE PER4442 2 SS 2019-12-13 pdf
'. I Created by Independent Third Party: Yes
i
..._....... _— .....
j 16708.7 I G Design Pro/Smooth Pro/Studio I Double with sidelite(s) (XX,O/O,XX/O,XX,O) Impact'Opaque
1 Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswiii
Approved for use in HVHZ:Yes installation Instructions _
Limits of Use --� —� I
i I A FL16708 R11 II D01 5708 DP SP OPO LMI HVHZ O'XXO XXO I
I 1 Approved for use outside HVHZ:Yes FBC SS 2019-12-12.p
Impact Resistant:Yes {{ Verified By: Hermes F. Norero, P.E. 73778
Design Pressure: N/A i Created by Independent Third Party: Yes
° Other: i Evaluation Reports
_ FL16708 R11 AE PER4666 2 SS 2019-10-01 pd
_ Created by Independent Third Party: Yes
... _— ..............-- — —.............._ _....
is-- ` .�f3 { ........... ._.. . --....-.._ .... -- .....-.. _ ................ — ----. .. ---
t 16708.8 H Design Pro/Smooth Pro Fiberglass Double with sidelite(s) (XX,O/O,XX/O,XX,O)ImpactiiGlazed
-"- _— - Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
a s Limits of Use Installation Instructions
I Approved for use in HVHZ:Yes FL16708 R11 II D015709- DP SP GLZ LMI HVHZ OZXO XXO }
Approved for use outside HVHZ:Yes FBC SS 2019-12-12.pdf
I Impact Resistant:Yes Verified By: Hermes F. Norero, P.E. 73778
t Design Pressure: N/A Created by Independent Third Party: Yes
z i Other: Evaluation Reports
f 1`1_16708 R71 AE PFR4444 2 SS 2019-12-13 12df
l
Created by Independent Third Party: Yes �
t" A
C
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
� r
1 k ;
a ,? 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 sepcl 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
e i 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.
� e I Product Approval Accepts:
C PP
t
1• t� %
Credit Card
Safe
' I
I
hitp:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param—wGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9o05lkUyQNrfFg%3d%3d[2/11/2020 1:00:18 PM]
398 E. Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach FL 33004
AlPerfect 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: 1ELD-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
re.port(s).
Respectfully submitted, ,%'�Xx>»1111r�����
F.
s�� �\C . O ;
o. 7
-
- T T F a
'�e� s ��NAL % Digitally signed by Hermes F.Norero,P.E.
i
��&/ON 't �� 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
i
I
BUILDING DROPS 398E.Dania Beach1Blvd
Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
; `; .
_.; Certificate of Authorization:29578 954.399.84718 PH
954.744.4738 FX
contact@buiIdingdropsi.com
August 24,2017
TO: Whom It May Concern
i
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
i
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,
111fill,
F. °
7
"o T T
0.��
2
S70NAL E!; � 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).
I
Page 1 of 1
PREPARED BY:
fs4
�'
BUILDING DROPS,INC.
EENO l9A E.DANIA"'CH tlIVU.,51L llA
ANI—ACH,F13M
WINDOWS & DOORS UF:'(-174"'A
19sA1 3e
WEB ww 6UHDinAtlmUvtom
DESIGN PRO/SMOOTH PRO
37 112^MAX.
IMPACT APPROVED O.A.WIDTH Ln
W m
6 1 �- -Z-H---—' 'O �—
FOR USE/N THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 371/2^MAX. 5 =o w z .19
O.A.WIDTH q W LL v a
LnLU mfd
GENERAL NOTES: Q O W n y
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA ® F \ l en o_4
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TOTHE FOLLOWING: f•- \ = s Z 2 >Z T.1
• TAS 201-94 ; J Q F+•1
• TAS 202-94 Do.10.w z ul= 1 ¢ W LLI LA
• TAS 203.94 '�^= 1 s O1 n s p O Q W
Do'"� 6 u O O1 c ° e lJ �
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE 0 a0 a e p z i7 LL s L7 � �
z z ACTIVE z o-Ln M,•��
RESISTING SV5TEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE Z'+- s • ACTIVE 3_? s 0 = w
FOUNDATION 15 THE R_F.SPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 3< s z ,3,I p ccW,y
INSTALLATION. (j O s = O Z xa
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 BYJ DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. Add ADA sill,Multi-PdntLxk GL (23/14
R,,`—,,e DVvG.GA01U811A AM09/16/19
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT L L -
l A 5 s 7 a 9 3 4 5 6 ) 8 9
RESISTANCE. A A 4 a 4 a 4 14
5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH �1 NP•ELEVATION 1 �.ELEVATION 2ELEVATION 2 N lau roN H _
DOORS ARE QUALIFIED. s•r DDDRHEICHr 1 Y•D'DDUBHfIGNi L L SIfF.MI LtE LOYML[DU ONSCAUS WSiA1411DN10 41F
EPUM M[ATAEMEN'On—DMAUN.A1-13
6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP)OF 9.75 PSF. sUt sMa,Ic
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT Do<M `ILL 1 L I171r/2
SHALLPRODUCT MEETS THIS REQUIREMENT,PRODUCT OVEERHANG SUCH THAT OVERHANG(OH)RATIO OH ENGTH D H H HEIGHTIS?!L AT LOCATION PROTECTED BY
1 D ``````�5 •, O/ill''''
NOTE: ` \'\•E.•S•'• �Q'''
DOORS SHOWN ABOVE MAY BE LEFT '• N 7
OR RIGHT HAND OPERATING DOORS. �!' �•
v S A OF r
0
91 Htl1,. 4�
TABLE OF CONTENTS fe E Il n�s�e
igitally Si b rmes F N
SHEET REVISION SHEET DESCRIPTION D am a Reason:I am approving this document
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.10.01 21:21:16-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 - OPTIONAL 2X BUCK ANCHORING DETAILS DWG. Y: CHK. Y:
MAX.OVERALL DESIGN PRESSURE(PSF) GL�TJM SS MSS
4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE
5 A HORIZONTAL ASSEMBLIES CONFIGURATION INSWING OUTSWING IMPACT SCALE: NTS
6 A WOOD SUBSTRATES WIDTH HEIGHT POS. NEG. POS. NEG. RATING D015726
DWG.ft:
7 A CONCRETE SUBSTRATES X 3'-D" 6'-B" 65• 65 65• 65 LMI&SMI SHEET: OF$ --
B A COMPONENTS&BILL OF MATERIALS X 3-0' 8.0 50 50 50• 50 LMI&SMI
'SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
ell INSTALLATION NOTES: PREPARED BY:
1. ONE(1)INSTALLATION ANCHOR 15 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 W H ERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE 39A E.DANIA BEAEH BLVD.,S1E.13R
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. a33Ew
D BEACH,PHa(9Ta1399-0a)B
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO EAX:195°11aa.a1]3
STUCCO,FOAM,BRICK VENEER,AND SIDING. 371/2'MAX. w6e:....emlm"�,m:com
O.A,WIDTH
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUSTBE MADE OF CORROSION RESISTANT MATERIAL °TYP. W
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1— -2
MANUFACTURER'S INSTALLATION INSTRUCTIONS. z °i $
1.o a-
- - -- - S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR a z hm; - -
JOINTS.EDGE DISTANCE 15 MEASURED FROM FREE EDGE Of BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK. x S
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK y
CONCRETE/MASONRY CONSTRUCTION. = 0 O
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE m"= L
FOLLOWING PROPERTIES: rn Q [Y W
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. (7 as O O H 0 FS�
8,CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. O U
z 19 u 9 u I� 'a
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH N z Q z z z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O < W PSI. Q
0 Z v, N J 1e
D.HOI LOW BLOCK CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q I�1
OF 2000 PSI.
. _ .... ..8. .SEESHEETS.6-AND.7.EQR.MQRFDETAILS..QFIHE_INSTALLAILQPLREQUIREME.NT$,.INC�UDIN(iANCHOR_ a
—
�
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. ~
REMARKS BYJ DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM add a0q sill,MGI:iPOIn[Lock GL 6/z3/1a
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
Reference DWG.#AO10871A AM 9116/19
ANCHOR TABLETYP.ANCHOR LAYOUT
E'R'&Y-0'DOOR NEWRi
6'8"DOORS 9'0"DOORS ANot4A-1RFFjU_-AL co.1 O'.s;.'.K
FRO THE REQUIREMENTS noum UHSED
FROM iNE REGUIR ECTDFMIFEDAERJN.A UEORC
ANCHOR MIN. MIN.EDGE
ENGiN[EP ORA 9EOnEufF wliT°°EvmE LIIESN,[iH[
ANCHORTYPE SUBSTRATE MAX.O.0 MAX'O.C. GDcunFus "suooFM
SIZE EMBEDMENT DISTANCE
t 111 t2!!7
SP S JAMBS
AT SP AT
JAM O'''���i
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS IX)ONLY. `��� •E-- •• ,p���
WOODSCREW #10 2X WOOD BUCK OR FRAMING 1-1/2' 3/4" 17-1/2' 17-1/4" _ O
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4. 2-1/2" 17.1/2' 17.1/4"
b 5 A _OF rr
ELCO ULTRACON 1/4' CONCRETE/CMU 1-3/8"-CUNC. 1" 17-1/2°
1-1/4"-CMU
ITWTAPCON 3/16° CONCRETE/CMU 1.1/4' 1" 10" 14-3/8° FelFt .DSA IS
AeF DRON ND.¢dne
B2 2-49 X 2 1/2'PER
DETAIL D2 SCREWS
DATE: 02.05.14
2-t9X212°PFH TYP.HOPPE 22 23 DWG. Y: CHK. Y:
PER SCREWS MULTI-POINT SHOOT BOLT G L/TJ M 557M SS
PLATE LOCATION SCALE: NT5
(RH PLATE SHOWN)
DETAIL 82 D2 Dwc,If: D015726
TYP.HOPPE 1-BOTTOM SHDOT
MULTI-POINT SHOOT BOLT BOLT PLATE SHEET: -OF8
PLATE LOCATION HOPPE#2098911
SILL SECTION VIEW HEAD SECTIOAls.N VIEW
__INTWINGfROWN—S—AS—LRR____ _________ _—_ _____ ___ _ __ ___ __
PREPARED BY:
BUILDING DROPS,INC.
394 E.OARIA BGCx Bl4D.,4TE 334
OANIA BGOI,fL 3IWa
In:14541394 n
1 fA%:194a-11311
4 1/2"TIP. 41/2"TYP. wfe:ww.nmia"Ba.....T.
1/2"OFFSET C
T1
m s
>ma�
f! a 0 22
o o> u a Ae
Soa m 3LJ
a ^4 o Man
x 5
�¢ N
d Q J_z LD
Z.
2 a Z CC
oo W
o a z `
C)a A=
W
REMARKS BY DATE
Add ADA sill,Multi-Point Lock GL 06/23/14
P.ANCHOR LAYOUT Refefen[e DWG.PADIO871A AM 09/16/19
3 onu u[Buc%In concBRumAwnRr
f xOf 9{[FFRARLA.
N 10 BENu[E
THE BE [Nf9 ORAAFO NFAE W.ALICEN
fxOixEEA 0
1 A-1 A"LN11ER Txu ,
1 1/4"MIN.EMBED TYP. oM,+`�L11111 t rJ 'M
''jai
wSEE TABLE 2X BUCK ANCHOR TABLE •E•.S'•.
O o .•0� I 6'B"DOORS B'0"DOORS N 7 7 0
MIN.EDGE MIN.CENTER * 5 A _OF ,
Z ANCHOR TYPE ANCHOR SUBSTRATE MIN. DIST.TO TO CENTER + 'V
E SIZE EMBEDMENT SUBSTRATE DISTANCE MAX.O.C. MAX.O.C.
SPACING AT SPACING AT �,� Q ��A,• ((/,"
w o I 2X WOOD BUCK INSTALL. JAMBS JAMBS
• `2X WOOD BUCK
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4' 25" 30-1/4° 11, r �noT( ��
ELCO ULTRA1ON 1/4" CONCRETE/CMU 111�4,COMU• 1- 4" 1 25" 1 30-1/4'
2X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL.
Gassfrnox sio{B
DATE: 02.05.14
DWG. Y: CHK. Y:
NOTES: GL JM SS
�MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. D015726
DWG.q:
SHEET: OF8 -
-------- --- --------- -- --- -- -
3
PREPARED BY:
BUILDING DROPS,INC.
////// E0AN1A BE CH,Fl33fOC.3M
FM:195a11990i)0
.WI Qin80m0iram
11 11
INTERIOR EXTERIOR EXTERIOR INTERIOR $
4 1 m q N INTERIOR EXTERIOR O - - -- - o-'-
o = S — / m --
_ a Ln a 2L" w MILL—
�� Zi
�•�: pC m ^a=LL
O ti E^
� OPERABLE HEAD OPERABLE SILL OPERABLE SILL a Q Z=
4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING
O �
LU
> A
ar
11
EXTERIOR '/. INTERIOR REMARKS BY DATE
INTERIOR EXTERIOR 7 INTERIOR EXTERIOR Add ABA SIII,MWLi P[in:lack GL 06/23/U
10 /• 1 6 , Reference DWG.MAOIO87U AM 09/16119
�p is Yy:M1�
~ t o .V • U ie n DIN MIG11111
Va MAY NOT REEIEC)AULIAE CaNe1—FDAASYEUEi
a00ngU0 CAME UcnA)C
'A-MF 0.EUUI.Y.—I III—D I.EBEw�AEq[nSEa
OPERABLE ADA SILL_ OPERABLE SILL OPERABLE SILL
4 INSWING/OUTSWING 4 INSWING 4 OUTSWING
ENDURA HCIS000 OPTIONAL AFCO H-497 ```�� •• ° �i��J
Sv SA OF
10
P.
9
'NTERIOR EXTERIOR s iCsrFy rA no1luAe
8 INTERIOR EXTERIOR
oDATE: 02.05.14
GL�T.1M SS'MSS
g OPERABLE SILL OPERABLE SILL SCALE: NTS
4 OUTSWING 4 OUTSWING DWG'a: D015726
SHEET: OF8 -
4
PREPARED BY:
HINGE SCHEDULE HINGE DETAIL ATIAMB:
PLACE N9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP BUILDING DROPS,INC.
DOOR HEIGHT QUANTITY
190E.DANIA REACHBLV,M 53R
CN,FL330W
6'-Bv 3 v D,PR E95,I-1.
4 urte.wo.D"a4"amAxc�
>$—w o T _—
1_ \�� a-�
18 19 _ —
/ i W t2
0C) w sty=
o¢ In �ax'�
INFERIOR INTERIOR Q m 3
1-N9 X 2.1/2"PHILLIPS U Qy
\ FLATHEAD WOOD SCREW 2a Z o
\. LD O W?
\' \' 3-99 X 3/4"PHILLIPS Or e
\ O FLATHEAD WOOD SCREWS 0
8-N9%21/2"PFH EXTERIOR EKTERIof
011`
W/STRIKE HARDWARE 4-10 PHILLIPS FLATHEAD WOOD SCREWS = �O
4-MPL STRIKE PLATES 17 USE 3/4"LENGTH FOR 6'•8"DOORS z
USE 1"LENGTH FOR 8'-0"DOORSLu W
1 LOCK JAMB 3 HINGE JAMB � `
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR REMARKS BYJ DATE
Add ADA sill,MDIti Point Loco GL 6/23/14
ielemnce DWG.aA010873A AM 9/16/19
9-10 X1314"PFH 3-N8X2"PFH 13-48X 13/8'PFH(6'-8"UNITS)
8 /2"PFH W/STRIKE HARDWARE
W/HARDWARE 15-48%1 3/8-PFH(8'0"UNITS)
..oNs,.:cruFenernuro�DnSNs'"rD.,sP�ni
IN STRIKE HARDWARE (6'-8"&8'-0"UNITS) COMES W/HARDWARE
1-MPL STRIKE PLATE SITE.Ps$ITE:D D-5 CAusE 11—I-ON TO DE"ATE
FROM REGNRIGIENR DETA4ID H:RE'N.A l2ENtm
4-MPL STRIKE PLATES 4-#8%13/8'PFH NDODEauAi MCTEC S'�P.I cssD�
21 1 REINFORCEMENT PLATE—\ c w sPscuN
20 HOPPE R2512296 ````11111117111//!2�/
OTTER,OR EXTERIOR
�* f N 7 7 �
I S A _OF ir
WTERIOR 66 INTERIOR - �O'S``(`�
'�J9 A EA N 5L,�4L\
a'iay F t'o�a,�i�R�.
11 11
4 MULTI-POINT LOCK JAMB 5 MULTI-POINT LOCK JAMB MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANELONLY GLAW SS�MSS
SCALE: NTS
D-.R: D015726
SHEET: OF 8
PREPARED BY:
2X WOOD BUCK
w BUILDING DROPS,INC.
vWZi 39¢F.OARI4 BFACF BlW.9h 33B
MIN. Lg
DANIA BFACx,FL 13W0
EDGE DIST. WOODANCHOR IN196.)199 Ba)B
FAt:I964A+4.Q M
SEE TABLE SHEET 2 w a SEE TABLE ON SHEET 2
� w3B:.,....xxna��Ba.ws.cam
SILICONE ..
N o
2X WOOD BUCK
6___
r._ MAX 2X WOOD BUCK O Q
d E 5
u MA%.
m�a
WDODANCHOR SHIM O C W.
SEE TABLE ON SHEET 2 MIN.EMBED.
SEE TABLE SHEET R UQ m
in
zy
rf� HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL o W=
6 OUTSWING SHOWN-INSWING SIMILAR OUTSWING SHOWN-INSWING SIMILAR INSWING-NO ANCHOR REQUIRED q p
3 r
SILICONE
SILICONE SILICONE
r
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK Add ADA sill.MuItFPDInt Lsxt GI 06/23/14
Reference DWG.OACIO871A AM 9/16/19
2X WOOD BUCK
Arias Aiean.eruteoxortmearEiAAsxai{
4 OPERABLE SILL 6 OPERABLE SILL rT OPERABLE SILL ni�TMn mxo,loxsunuxs.uu aNroomA.E
F aftlxglMFN*3 UFFMIED xEaFiN xIMfNSFD
xGiNEEADa aaCxnER SxALL alYAxl Sf.[Se[[xlC
6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED oDc `SSUL111/f///!M!x
AFCO H-497
�* N .77
9 5A -OF
SILICONE l/" SILICONE SILICONE
:,ifml.F�h nB1t alx��a
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
OPERABLE SILL OPERABLE SILL � OPERABLE ADA SILL GLITIM 5s)mss
6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.it: D015726
SHEET: OFB
— OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
-- —- - SECTION OF HEAD OR IAMB AS LONG AS MINIMUM_
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. -------"--- --- - -=-- -------- ---- - -
PREPARED BY:
MIN. 1X WOOD BUCK 1Z
EDGE DIST. t, (OPTIONAL) BUILDING DROPS,INC.
SEE TABLE SHEET2 �N ••�'; 998 E D.,BEACH BLJD..9IE UB
DAIAA BEACH,11—
f CONCRETE ANCHOR SILICONE O PH.I—I3R9�BP8
SEETABLEONSHEET2
ci
CONCRETE/ N •�f %/
MASONRY
CONCRETE/
_.___. _-_ ______- _ f .'.•..1,'R BV OTHEflS ...' MASONRY _
BY OTHERS
¢�
1X WOOD BUCK
a o
m
W a
(OPTIONAL) •; % F
0.25" p Q g x
SHIM
MAX. p C ^ a
CONCRETE ANCHOR •1 4 m m Y
SEE TABLE ON SHEET 2 CONCRETE/MASONRY BY OTHERS
MIN.EMBED. rj
SEE TABLE SHEET a Q �x
W
1 HEAD (TYPICAL) JAMB (TYPICAL) 3 OPERABLE SILL W
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED p Z ^
O
u
SILICONE 1.4'
SILICONE SILICONE Filmdm J
_ REMARKS BY DATE
.Q A G .Q A C .Q'� L
A Add ADASBI,Multi-P im LGCX GL
CONCRETE/ CONCRETE/ CONCAETE/
6123/1
' Reference DWG.UAOI0871A AM D9/1611
� �
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
AND [tIEC[ACTDAI CDAG[Sbib iTl A S>E�E
Srtl V YT[[DHoniONi[Nu5[
4 OPERABLE SILL 6 OPERABLE SILL 7� OPERABLE SILL "°"°
r[NGINFER DPARCXR[LT SHA1l RR[PU[Srt!SPFC6K
7 OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OLITSWING-NO ANCHOR REQUIRED `SS1Lj1EIIIl12/2��
AFCO H-497
0 E S 0 �
�* N 7 7
S A _OF
SILICONE SILICONE SILICONE
i�.(L O IppOP'�''•�/��
G C C G L
C. ePF��nnn R¢At hg1Z+e
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
8 OPERABLE SILL 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.BY:
GL�TJM SS/MSS
SCALE: NTS
DWG-a: D015726
SHEET: OF 8
t�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
—- -_ _SECTIONOFHEAD_OR IAMB AS LONG AS MINIMUM_
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED_ --- - -- ---- -
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK PREPARED RV:Q
ITEM# DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE#2098911
FINGER-JOINTED PINE
BUILDING DROPS,INC.
SOLID PINE O ME,0—BEAOIB .SEE.118
1 FRAME HEAD/JAMBS LAMINATED VENEER ® unvxUlssclm are
LUMBER O cAY:Iss+pu.A+a
COMPOSITE WEB:w bll s8 pl.
2 (NOT USED) J
3 - INOT USED) �hRI-�� cc
4 THRESHOLD O C -FW-—-_�- -�m Y6—— --
5 THRESHOLD
6 THRESHOLD LL
- O Occ O n
7 AFCO H-497 THRESHOLD - O 000 ®® O~ M g
8 THRESHOLD - o l.[
d a Q
9 THRESHOLD - -- O O° — HANDLE 2 a Z
` O ° l7�_ 1°M
10 ADA THRESHOLD - O -,�° HEIGHT Qm - - cmO
W N
11 WEATHERSTRIP URETHANE FOAM& O n Q Q Z :
POLYETHYLENE °; o ° ] Lu
n o O Z '
12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE g
13 (NOT USED) - HEIGHT d
W's
14 (NOT USED) + 9 O �)
o
15 1110 WOOD INSTALLATION SCREW W/11/2-MIN.EMBEDMENT STEEL o _
O °
16 CONG/CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL p ro o REMARKS BY DATE
' Add ADA sill,MuIr4Poi,[(nck Gl 06723/I4
17 BUTT HINGE(SEE SCHEDULE SHEET 5) STEEL
® Petermce DWG,9A010871A AM 09/16/19
18 LOCK SERIES 400 STEEL m
19 DEADBOLT SERIES 780 STEEL
O _
20.
ROCKWELL MULTI-POINT TONGJE LATCH#73228768 6-8 UNIT ,Rn NOTWLEa AMALCOnRi iuE FORA°EC o OEvun
ROCKW ELL M ULTI-POINT TONGUE LATCH g73228780 8-0 UNIT STEEL FROM a[R[0°elMEMB P[rul[pxFPEx.•❑CtxS[0
B0.63' — ela[[a PRNncpnanwuN MEpaRssmsceenrc
21 HOPPE MULI-POINT HARDWARE HL590DO STEEL E [ spowMrxr oocu``,YL1111Itf!)f7j''
22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#87B4091 STEEL O ® [A♦♦`♦♦ O !'��i
23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL _ i
�• 'V� E 3 ' �p�
�aoCJ�o =gyp 5 A7 OF
K4
O FRAME HEAD/IAMBS O THRESHOLD O THRESHOLD O THRESHOLD 22 HEAD SHOOT BOLT PLATE(LH) �F - [A ♦♦♦`
VARIES,SEE BOM AT LEFT �i} to P �♦
ap d!r i aEis� i
A
(—4.563"—{ 4.56° DATE: OZ.O5.14
DWG. V: CH K. Y:
OAFCO H-497 THRESHOLD O THRESHOLD O THRESHOLD O THRESHOLD ADA O HEAD SHOOT BOLT PLATE(RH) C LE: SS'MSS
7 8 9 10 23 SCALE: NTS
DWG.#: D015726
SHEET: OF8
a LJ
.4
i
398 E. Dania Beach,Blvd.
BUILDING DROPS
Suite 338
A PerfectI5olution in Every Drop! Dania Beach, FL 3I3004
Certificate of Authorization:29578 954.399.84718 PH
954.744.4738 FX
contact@ buildingdropsi.com
Pro'3,.Aluc1M to m
of j
JELD-WEN, inc.
Design Pro / Smooth Pro
Opaque (Impact) (HVHZ)
for
Florida Product Approval i
Current Florida Building Code
Method: 1— D (Engineering Method)
Category: Exterior Door Assemblies j
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) ,I
Prepared for:
JE -VVEN, inn
�iic•��`:� �i r�''�, �.�3�i{ '�z�f";a=_� �`,a`1d114000Pi//Ae®��
®� E 0 ®�
Prepared by: e�
Florida Professional Engineer#73778 •�
I
Date:09/13/2019 -a S q OF
Contents: s ®'�` 0 !�P•'• �,� 1
Evaluation Report Pages 1-4 i�sS
Digitally signed by Hermes F Norero ".'/
Reason:I am approving this document Hermes<F1 NoRLi'b,Y.E.
Date:2019.10.01 21:18:24-04'00' Florida No�.73778
i
I
I
I
BUILDING DROPS Date: 09/13/2019
_ Report No: 466.2
r- A Perfect Solution in Every Drop!
Certificate of Authorization:29578
I
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Door
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
i
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 j
Professional Regulation-Florida Building Commission.
I
i
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.
I
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:
'I
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
I
I
Hermes F Norero, P.E.
Florida NO.73778
Page 2 of 4
I
I
I j
BUILDING DROPS Date: 09/13/2019
F Report No: 4663.2
r A Perfect Solution in Every Drop!
Certificate of Authorization:29578
I
'I
Certification Agency: The manufacturer has demonstrated compliance of door products in accordance with th'e
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:
I
• TAS 201-94
• TAS 202-94
• TAS 203-94
I
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories j
(FBC Organization# TST1589)
Report# Report Date: j
NCTL-210-3916-01 08/30/13
NCTL-210-3925-03 02/07/14 1
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.
i
Report# Report Date:
SJW2013-194 w/addendum 06/10/14 j
TAS Report Engineer of Record: Kevin P.Tyra, P.E.
Report# Report Date:
SJ W 2013-196-TAS 09/13/13
SJ W 2013-246 12/17/13
SJW2013-251 12/23/13
SJ W 2013-252 12/23/13
SJW2013-253 12/23/13
SJ W 2014-032 04/22/14
SJ W 2014-073 06/26/14
SJ W 2014-077 06/27/14
SJ W 2014-072 06/27/14 1
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 Noreiro,P.E.
Florida No.73778
Page 3 of 4
j
I
i
I
I
A
I
i
BUILDING DROPS Date: 09/13/2019
Ua, Report No: 4663.2
A Perfect Solution in Every Dropi
- �' 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 j
ASTM D635,ASTM D638,ASTM D1929,ASTM D2843,ASTM G155
Report#: ESP010982P Report Date:02/26/13 !
I
Installation: Refer to Installation Instructions(D015726)for anchor spacing and more details of the
installation requirements.
I
Design Pressure: Refer to drawing(13015726)for pressure information.
,I
'I
i
I
i
i
I
I
I
i
j
I
I
Hermes F Norero, P.E.
Florida NJ.73778
Page 4 of 4
i
I