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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
PermittingDepartment
FL# FL16708-Rll $t.Lule(;aunty
n � �b Application Type Revision
s � Code Version 2017
Application Status Approved
is
A"�d h
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- Archived p
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
" fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
y � Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
' Klamath Falls,OR 97601
(800)535-3936
1 "* customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
F�.
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
s Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
13 Evaluation Report- Hardcopy Received
�.,
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
�u
7 Florida License PE-73778
° Quality Assurance Entity National Accreditation and Management Institute
A Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
El Validation Checklist- Hardcopy Received
Certificate of Independence FL16708 RI COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year of Standard)) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
E Equivalence of Product Standards
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEV XQwtDqu8obl%2flZm6TudWOg6cFU I Gz%2bYuN V iQ9o05lkUyQNrtFg%3 d%3d[2/1 l/2020 1:00:18 PM]
Flo7ida Building Code Online
* 5 Certified By Florida Licensed Professional Engineer or Architect
FL16708 R11 Equiv ASTM E84 Equivalency Letter SS 2017-08-31 pdf
Sections from the Code
u �
$ " Product Approval Method Method 1 Option D
Date Submitted 12/12/2019
Date Validated 12/15/2019
4 Date Pending FBC Approval 12/17/2019
Date Approved 02/11/2020
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� �f , E Summary of Products
Model,Numberor Nar ie' Descript ion
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
Approved for use in HVHZ:Yes FL16708 R11 II 16708.1 SS 2019-10-01.12df
z 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 P R4663. 0 -10-01.odf
F ; 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
r' and Outswing
Limits of Use Installation Instructions .
Approved for use in HVHZ:Yes . FL16768 R11 II 16708.2 SS 201 -10-01.pdf
Y Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 f
Impact Resistant:Yes Created by Independent Third Party: Yes
, f Design Pressure: N/A Evaluation Reports,
z� Other: FL16708 R11 AE PER4438.3 SS 2019-12-13.pdf -;
11 �aX Created by Independent Third Party: Yes
L.Design. ro Smoom Pro Studio Doubleimpact paque Door b-U x b-b an - x -
x 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
f Approved for use outside HVHZ:Yes 2019-12-12.12df
� , � 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 PER4664.2 SS 2019-10-01.pdf
Created by Independent Third Party: Yes
' 16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0-x 8-0
Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R11 II D015705- DP SP GLZ LMI HVHZ XO FBC SS
'np.. P= Approved for use outside HVHZ:Yes 2019-12-12.pdf
Impact Resistant:Yes - Verified By: Hermes F. Norero, P.E. 73778 i
_ Design Pressure:°N/A, Created by Independent Third Party: Yes
Other: Evaluation Reports
i
FL16708 R1'[ ,4E PER4440.2 SS'2019-12-13.pdf j
Created by Independent Third Party: Yes I!
i 16708.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door
` ;; ry Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
r Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R11 II 16708.5 SS 2019-10-01.pddf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778
'fir a, Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
s
" Other: FL16708 Rll AE PER4665.2 SS 2019-10-01. df
' I
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=WGEVXQwtDqu8obl%2flZm6TudWOg6cFUIGz%2bYuNViQ9o05IkUyQNrtFg%3d%3d[2/11/2020 1:00:18 PM]
Florida Building,Code Online
;F77 Created by Independent Third Party: Yes
4 �
- -. _ ...... ...
I —
N 16708.E F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)`(X,O/O,X/O,X;O)Impact Glazed Door 9-
aa j 0 x 6-8'and 9-0 x 8-0 Inswing and Outswing'
Limits of Use Installation Instructions
r ' Approved for use in HVHZ:Yes FL16708 R11 II 16708.6 SS 2019=10-01.pdf
s x Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.'73778
_25Impact Resistant:Yes Created by Independent Third Party:,Yes
` Design Pressure: N/A Evaluation Reports
`" Other: FL16708 R11 AE PER4442.2 SS 2019-12-13.pcif f
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
Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing
vnq
k Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R11 II D015708- DP SP OPO LMI HVHZ�OXXO 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
Design Pressure: N/A Created by Independent Third Party: Yes
t a Other: Evaluation Reports
FL16708 R11 AE PER4666.2 SS 201 -10-01.pdf
Created by Independent Third Party: Yes 13
�,ry� ---- ---- — --
£ ' - —
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 0utswing
Limits of Use Installation Instructions
a Approved for use in HVHZ:Yes. FL16708 R11 II D015709- DP SP GLZ LMh HVHZ DXXO XXO
Approved for use outside HVHZ:Yes FBC SS 2019-12-12.pddf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E.73778 -
. i , -
Design Pressure: N/A Created.by Independent Third Party: Yes
' Other: Evaluation Reports
awr� � FL16708 R-11 AE PER4444.2 SS 2019-12-13.pdf
'Created by Independent Third Party: Yes
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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
fXUnder Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
4�' 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.
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http://Avww.floridabuilding.org/pr/pr_app_dtl.aspx?param 10z%2bYuNViQ9o051kUyQNrfFg%3d%3d[2/11/2020 1:00:18 PM]
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398 E. Dania Beach Blvd.
BUILDING DROPS Suite338
Dania Beach,FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578
954.744.4738 FX
contact@buiIdingdrops.com
i
I
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, `j%%J11111111�,'
o. 7 _
= `o TT
0,�'
•, .'• . Nam' �`
��i,�SS/ANAL ``S' Digitally signed by Hermes F.Norero,P.E.
11`���� 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
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.
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 61h Edition Florida Building Code.
Respectfully submitted,
F. O
��
` •••\..
7$/':o .
0
sS/ANAL�� ���`Digitally signed by Hermes F.Norero,P.E.
III%%0 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 1 acquire a financial interest in any company manufacturing or distributing the product(s)forwhich 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).
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Page 1 of 1
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-
PREPARED
JE
BUILDING DROPS,INC.
199 L DANW 9EXH 9=.M 3M-DrW N
371/2"MAX. DA"xXRRucH,sL 130aR
W I N D O W S & D O O R S D3a"9a�•e
O.A.WIDTH rAN:(DsapaaR7se
vrte:wv.ewlamEdmRsmm
DESIGN PRO/SMOOTH PRO FULL LITE g
37 1/2"MAX. �
-- IMPACT APPROVED s O.A.WIDTH 1 j z-H $A - -- --
rc
6 � "i A a
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) b z W w z
a
D l \ 4p 0 .x4
Z
GENERAL NOTES: \ a •,T 9 O w m
x F'�
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA = s 5 F 5 6 ACTIVE ;C �1's
BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: a s aa rr Z LW
• TA5 201-94 l7 LL 3 C' w Q S<
• TAS 202-94 3 Z"- s • ACTIVE DI
=< • D = L'vi Ilrr
• TAS 203-94 us—< 6 Z 3 0 N J w
O x p t
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE o Z U d N
RESISTING SYSTEM CAPABLE OF WITHSTANDING.AND TRANSFERRING APPLIED PRODUCT LOADS TO THE } Ln r
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF F- W-
INSTALLATION. di w
� J
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 3 a 6 6 7 a 9 3 a 5 6 7 R 9 REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS a a a a a a a a a a n a n a Add ADA sill,MP Lack,Radius Lt GL 106n31141
DOCUMENT. �� 6'-r_R A TYP.ELEVATION 1
/ y 1 Z TYP.ELEVATION 2 ac/22n[e DWG.MA010972A AM a9/30/19
MIaM aaaR NFN:M
4. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS, guar Ror Rssaaaouas onoi*x»n sou mur
arts ltr"ETREF sc.asO uurrou7D lavun
6, FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN s3ou me•1¢u RsueNrsD�LL�DN�RnA.Ae(YMEa
LNaaaR DR AAcwncr s" LMEsnares
GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES.
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. ``II`11111 t I F1777 j''
SILLSREMAINING INFILTRATION.
PRODUCT MEETS HIS REQUIREMENT,REMENT,PRODUCT SHALL I BEUSED WHEN INSTALLED AT LOCATION PROTECTED BY ��`` ��' •� 0 ',,���
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS t 1.0 ` ••'�\•E•• •• •PO
NOTE:
DRS SHOWN ABOVE MAY BE LEFT
OR RIGHT HAND OPERATING DOORS. * •;'�
D SA OF r �
0 P Ate.
`�.
TABLE OF CONTENTS rR�dp7
SHEET REVISION SHEET DESCRIPTION Digitally signed as F Norero by Herni
Reason:I am approving this documen
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.10.01 21:22:00-04'00'
2 A TYPICAL ANCHOR LAY OlJ TS AND NOTES MAX.OVERALL DESIGN PRESSURE(PSF) DATE: 02.05.14
NOMINALSIZE MISSILE DWG. Y: CHK. Y:
3 - OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION INSWING OUTSWING IMPACT GL/TINT SS MSS
4 A VERTICAL ASSEMBLIES
WIDTH HEIGHT RATING SCALE: NTS
POS. NEG. POS. NEG.
5 A HORIZONTAL ASSEMBLIES D015704
6 A GLAZING DETAILS X 3'•0' 6-4- 65 65 6 5 65 LMI&SMI DWG.R:
RRR
7 A WOOD SUBSTRATES XRADIUS T-0" 6'-B" 65 65 65 65 LMI&SMI SHEET: OF1D
a A CONCRETE SUBSTRATES X 3'-0" B'-O" SO 50 50 50 ILMI&SMI A
--- - - - - - -- - __ -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS._- 1
9 A - --- COMPONENTS&BILL OF MATERIALS - - -- - -- ------------ ------ --
DINSTALLATION NOTES: PREPARE Q
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 L DANIA BEACH SLM.,STL I3R
DAN.RE K n 990)1
CONSTRUCTEDE PLASTIC R BETTER. 37 1/2"MAX. PN:19s�u99-RA�a
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISH ES,INCLUDING BUT NOT LIMITED TO O.A.WIDTH RAL 19spEu.R99e
wce:ww.INnmN9a:Ro.mn,
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TY
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL '1 3"TYP. W .,
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. EL
- -"-
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR r �D O Z g m m
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE a I Q "a.^e o
SHELL OF BLOCK. 2 z Fit 3€
h-C F- na=
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK i OO Q m g a
CONCRETE/MASONRY CONSTRUCTION. ;0 H W z 0
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
oa g Z
FOLLOWING PROPERTIES: ID m¢ O O a W o
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. l7 LL 0 9 = C)
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. N G < ¢ V L7n
C.GROUT-FILLED CMU-UNITSTRENGTH CONFORMSTO ASTMC-90 WITH MINIMUM COMPRESSIVE STRENGTH 1j NC)
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 O?¢ ul In Ca Q
PSI. J
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
a
B. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR D: i ~
r
LOCATIONS,EDGE DISTANCES,EMBEOMENTS,AND SHIM SPACING.
- REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD ORJAMB AS LONG AS MINIMUM REMARKS
K MP lock,Radilu Lt GL DATE
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. A2 A2
1 TYP.ANCHOR LAYOUT RRTRCDDceOWG.YAO10871A 9/10/19
ANCHOR TABLE
6'8'DOORS B'0"DOORS SITE aSnE,ono sclIc v°Mmi Tooe-
R
MEREGYIMNENI9DFCNIED rCRDx.AYCEN9CD
tNG Sce.RRRLwRCC 2 RRFGt ERtbR[
ANCHOR MIN. MIN.EDGE MAX D G MAX' C DR "RReR
ANCHOR TYPE SUBSTRATE
512E EMBEDMENT DISTANCE ti1111i TL11FF7j
SPACING
AMBSAT SPACING AT
NOTE: \\\\\`,
NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS(X)ONLY.
WOOD SCREW #10 2%WOOD BUCK 1-1/2" 3/4' 27.1/2' 17-1/4" = .���•E••$OR FRAMING _ �O
N 7 7
ITW TAPCON 3/16" CONCRETUCMU 1-1/4" 2-1/2" 17-1/2' 17-IX'
o S A OF lY
i'
ELCO ULTRACON 1/4' CONCRETE/CMU 1-1/4"-CMU 1-3/8--CONC. 1" 17.1/2" 17-1/4" i�T /1 '� G(/lij`
ITW TAPCON 3/16' CONCRETE/CMU 1.114" 1" 30" 14-3/8"
82
2-R9%2 1/2'PFM
SCREWS
DETAIL D2 25 26 DATE: 02.05.14
2-Y9 X 2 I!2'PFH TYP.HOPPE
PFH SCREWS � DWG Y: Y:
MULTPMULTI-POINTSHHOOT BOLT GL.TJM' CHK.SS MSS
TE LOCATION
DETAIL B2 (RH PLATE SHOWN) SCALE: NTS
fyvpmR I-BOTTOM SHOOT D2 DWG.#:
MULTI-POINT SHOOT BOLT BOLT PLATE D015704 PLATE LOCATION HOPPE#2098911 SHEET: OF10
Q�SILL SECTION VIEW HEAD SECTION VIEW
____ INSWING SHOWN DUESWwG mMI11R INSWING SHOWN OUESW4IG SMIWI
SE¢DESNL Dl
PREPARED
BUILDING DROPS,INC.
)9B E DANIA OEAOI BIUL).STE I)tl
OANW BFACH,El)30W
VN:141AlIWBAIe
fAC:195CITAA.AT14
41/2"TYP. 41/2"TYP. �
wf4:vww.wnaa,�oc>.ccm
11/2"OFFSET
90
w
I—=
FU
0 Z
Q
a=
REMARKS BY DATE
tl ADA SIII,MP Wk.WWI U. GL 0612344
�TYP.ANCHOR LAYOUT Relennce DWG.4A016T1A AM 09110ilg
PTIONAI 111 IU()I IN CONOETiAW ONM
A[NOT RRIFRARUAI[OfdPOHi iO RSRCOw
FR41{NC CONN11M S WARE.K...TOGMAT[
iN!RFOUMCMfMSORAllEO NC0.[UI.R UQNS[0
i CNGu'FCno0.woINCR SNAUREfRAY SNI SRCOfK
Fn*f{OR iNi)DOC»iaFM.
11/4"MIN.EMBED TYP. 1T E 11 1 12it,,,
2i �� E .. O
WO SEE TABLE 2X BUCK ANCHOR TABLE ` �0°E•• �0��
d y..°' s'a^Dooas e'o•DOORS
Z Z �2]K
P• MIN.EDGE MIN.CENTER
ANCHOR TYPE ANCHOR SUBSTRATE MIN' 015T.TO TO CENTER '4 $ A OF
SIZE EMBEDMENT
SUBSTRATE DISTANCE MAX.O.C. MAX.O.C. � �1 Pi0 5 - SPACING AT SPACING AT
W o WOOD BUCK INSTALL. IAMBS JAMBS
2%WOOD BUCK ANCHOR PER BUCK ANCHOR TABLE
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4' 2-1/2' 4' 25° 30.1(4°
BUCK INSTALL.OD CK INSTALL. 2X WO 27(WO OD ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/a1.1/4°"-CON-cr4u
C. 1° 4' 25" 30.1/4"
3 BU 4
eR0)SSFRIRI f10[VKW
DATE: 02.05.14
NOTES: DWG. V: CHK. Y:
1, 2X BUCK 15 NOT FOR INSTALLATION AT SILL. C L JM SS MSS
SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG•R: D015704
SHEET: OF10- - --
PREPARED
BUILDING DROPS,INC,
398 E.DANM pEAOI eI .3n:.3F9
OAMIA eFAOL fl33p01
vx:lne133 FL
o ieulpselrw.e�
• wED:wxx.emia�arw.wn,
r\•�\ 11
INTERIOR EXTERIOR EXTERIOR % INTERIOR m $
4 I INTERIOR EXTERIOR - ---_m 0 d
(� 5 �• pz' V1 h m
w SLL�-
w < oa m Ufa
1 OPERABLE HEAD OPERABLE SILL 4 OPERABLE SILL _ Q W'
4 OUTSWING SHOWN-INSWING SIMILAR 4 INSWING 4 OUTSWING z t} D
W C
O �
W¢
11 �
REMARKS DY DATE
IXTERIOA INTERIOR dtl Aoa sill,MP Loa,fladisrs LE Gl R9/14
INTERIOR EXTERIOR 7 INTERIOR EXTERIOR
- /
R,fe,en[e DWG.UAOIO87ZA aM 9/10/19
10 6
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5 OPERABLE ADA SILL OPERABLE SILL 7 OPERABLE SILL RRFXaAA[�R[REX.LLM
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�* N 7 7
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11 o
11
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INTERIOR EXTERIOR
R INTERIOR EXTERIOR
DATE: 02.05.14
o DWG. Y: C . Y:
GL TJM SSHK MSS
g TS
OPERABLE SILL 9Q. OPERABLE SILL DWG.a: p015 015
DWG. 704
4 OUTSWING ,4 OUTSWING SHEET: OF10
' HINGE SCHEDULE HINGE 9X2-ATIAMB: PREPARED:it
PLACE 49%2-1/2"PFH SCREW NEITTTO WEATHERSTRIP
DOOR HEIGHT QUANTITY
BUILDING DROPS,INC.
39R E..—EACH RLVD-SRF.33R
`•\ - DM BFiMFL3IDW
B'-D• 4 :19•A13998RJR
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1 19
vi
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m
INTERIOR IMERIOR \\,' / 2 DC
• O¢ cavil Fa-
•\ 1-W9 X 2.1/2"PHILLIPS w 1°
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3-R9X3/4"PHILLIPS
\ FLATHEAD WOOD SCREWS �i Z Ou
20 EXTERIOR EXTERIOR` ( IV
8-49 X 21/2"PFH 4-R9 PHILLIPS FLATHEAD WOOD SCREWS W LY
W/STRIKE HARDWARE 17 USE 3/4"LENGTH FOR V-8"DOORS q 0
=
4-MPLSTRIKE PLATES USE 1"LENGTH FOR 8'V DOORS 2 c
1 LOCK JAMB 3 HINGE JAMB 7 GU MULTI-POINT LOCK W _
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP/BOTTOM REINF.PLATE-ACTIVE PANEL ONLY r
REMARKS BY DATE
did ADA sIR,MP Lock.Radius Lt. Gl 5/23/1
Reference D%VG.NA010872A AM 09/10/19
9-N9X 13/4"PFH A.48X2"PFH 13-N8X 23/8"PFH(6'-8"UNITS)
W/HARDWARE 1S.88 X 13/8"PFH(8'-0"UNITS)
8.89%21/2"PFH W/STRIKE HARDWARE COMES W/HARDWARE NArwm nEnEn.crwLFnHDmDws-raRRsrtni
W/STRIKE HARDWARE (6'-B"&8'-0"UNITS) 1-MPL STRIKE PLATE SHE.eSrH COHCrnCRfuWEixSELLIAnpV•DDmAR
4-MPL STRIKE PLATES 4-US%13/8"PFH {RDN rRL RlCDWINlNrs DIruILDHARHR A UBMED
21 1-REINFORCEMENT PLATE o EJGWFG OR AR(NfERs u a usnsvFEac
Fa.s wrtH,HR DDn,Nnrt.
20 HOPPE#2512296 D 111111111111",
EXTERIOR EXTERIOR %��`
�* N .77
SEA11 OF
IMERIOR o INTERIOR O'n� EsY P'�•���
e `��
J n d►P.E. .,� �`
• 11 11
4 ROCKWELL MULTI-POINT LOCK JAMB 5 HOPPE MULTI-POINT LOCK JAMB r6-�HOPPE MULTI-POINT LOCK DATE: 02.05.14
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG. V: CHK. Y:
GG 1M I SS MSS
SCALE: NTS
DWG.a: D015704
SHEET: 0110
PREPARED
BUILDING DROPS,INC.
asa E.oaxu auor elw,stE.11a
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rx:ls,glssane
iaM:195.1)YA)36
W Ea:ew.EUlNr�dmgmm
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y W w LL^a
MAX. 1"MA X.
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Q C'
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR. EXTERIOR INTERIOR. EXTERIOR s�il C Ca FF��
1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 1/8'ANNEALED GLASS - 1/8"ANNEALED GLASS � IrG,i�
z C 0.090"SOLUTIA PVB INTERLAYER a 0.090"SOLUTIA PV8 INTERLAYER i E" 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER 4 p I.ya
f m 1/8"TEMPERED GLASS f 118"TEMPERED GLASS f 1/8'TEMPERED GLASS ?m BY DUPONT O
DOW 1199 SILICONE 1/8"TEMPERED GLASS O m
DOW 995 SILICONE m DOW 995 SILICONE Q 't
e
DOW 995 SILICONE DOW 995 SILICONE �
w.5
22 22 23 24
RE DI-SEAL REDI-SEAL
DOW 1199 SILICONE DOW 995 SILICONE REMARKS BY DATE
SILICONE
(1)6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL GLAZING DETAIL kddADA0I.MPWck.RadiusLL GL /23114
Reference DWG.XA0108Tb1 AM09/10/19
6 20 1/2"MAX.D.L.O.WIDTH 6 20 1/2"MAX.D.L.O.WIDTH 6 23 7/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS
621/2"MAX.D.L.O.HEIGHT 78 1/2"MAX.D.L.O.HEIGHT 78 7/8"MAX.O.L.O.HEIGHT IN 6'8"UNITS AT DPr/-65 PSF ONLY
n nar u
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SEALA SOLUTIA PVB INTERLAYER
EALANTD GLA95 `` ,` :LtIiI0 N .77
`� SA OF e �DOR995
STRUCTURAL
SEALANT fit` p P''
5 GLAZING DETAIL OPTION ���'�
�r l�
6 20 1/2"MAX D.LO.WIDTH
78 1/2'MAX D.L.O.HEIGHT
3.0X6-8-OP 65
3-0 X 8-0-OP 50 NOTE:
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DATE: 02.05.14
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON
AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN DWG. Y: CHK. Y:
ABOVE. GL JM SS MSS
SCALE: NTS
DWG.a: D015704
SHEET: OF 10
2%WOOD BULK PREPAflED ®
BUILDING DROPS,INC.
s PAN ACHJL33 o
MIN. / PN:19R.IJ99-R170
EDGE DIST. z %/ W000 ANCHOR snx.
w¢R:xNw:.emmmsdoosmm SEE TABLE SHEET hoc // SEE TABLE ON SHEET IRUP.sanR
SILICONE W
L
2X WOOD BUCK
ED
lu LL e N
E % _ 0.2S' Z C
E MA%. =2X W000 BUCK O a rt+f a
WOODANCHOR SHIM O¢ I-. m Y
SEE TABLE ON SHEET D.
SEE TIABLE SHN. EET 2 `Q Ws
HEAD (TYPICAL) JAMB (TYPICAL) r3f OPERABLE SILL z o
7 OUTSWING SHOWN-INSWINGSIMIIAA OUTSWING SHOWN-INSWING SIMILAR 7 INSWING-NO ANCHOR REQUIRED 0 "
p 7 3
0
0
SILICONE
SILICONE SILICONE ~
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK dd ADAziII,MPLck.R.&.,Lt. GL /23/1a
Reference DWG.VA030872A AM 9/20/19
2X WOOD BUCK
e.nx ARs uc
No L�nAv Noi Rvucr nCtu.L coNmroxsrw•strn
.nsm coxomaxsuust u 11NNmwn.ra
4 OPERABLE SILL 6 OPERABLE SILL OPERABLE SILL uR`E'R`M`H1T0`iu�'"` my-
NGMtIR(IR MCxrttCi fxRLL frt[Y[bPC
SiVS�
OUTSWING-NO ANCHOR REQUIRED 7 INSWING-NO ANCHOR REQUIRED 7 OUTSWING-NO ANCHOR REQUIRED ,STLILIIIIJII//
AFCO H-497
N 7 7
� b SA OF Z
�0�
SILICONE SILICONE SILICONE Aaz RL�.`t1`%��`
2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g OPERABLE SILL OPERABLE SILL OPERABLE ADA SILL DWG. Y: CHK. Y
� GL�T1M SSSS
7 OUTSWING-NO ANCHOR REQUIRED 7 OUTSWING-NOANCHORREQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.#: D015704
SHEET: OF10
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
_- ------EMBEDMENT AND EDGE DISTANCE-ARE ACHIEVED.----- _ - --- - ------ - - - - -- -- -- - - -
PREPARED
MIN. n IX WOOD BUCK BUILDING DROPS,INC.
EDGE DIST. (OPTIONAL) SILICONE 39e(.o.xu eucx elw.,sn.31R
SEE TABLE SHEET2 DANKRP KSLiMW
y h •1, Px:19`A1399 n
2 0 Fft 19S4173S.57M
CONCRETE ANCHOR 0 w(e:u+m.emim�`a.00uom
SEE TABLE ON SHEET2
W
W h •7• CONCRETE/ •? / o$
BY OTHERS • •: % C --
W MASONRY
z % CONCRETE/
_
' � % MASONRY O W N a -
BY OTHERS Cc F W¢ .,
.-I{} 1K WOOD BUCK •1., _ 3 x
(OPTIONAL) ' ' I•.y n¢s
MAK. �¢ DO tease
SHIM
CONCRETE ANCHOR ••• CONCRETE/MASONRY BY OTHERS Q
SEE TABLE ON SHEET2 O w
MIN.EMBED. d
SEE TABLE SHEET LLU
HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL �? cr
u
8 OUTSWING SHOWN INSWING SIMILAR B OUTSWING SHOWN-INSWING SIMILAR $ INSWING-NO ANCHOR REQUIRED O O ;
SILICONE w
r
SILICONE SILICONE
REMARKS BY DATE
tltl ADA sill,MP Lcdk RAlus Lt. GL 6/23/14
•Q d d •Q d d L.
d d
Reference DWG.CA010872A AM 9/10/19
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS •:.m+{iva.ctw(rnraro R.vmi
SRL�Ii SRF CDNDRgNS UUSE wSTAWRDN iv eFVN(E
IRON TN(R{vDIRlN[IRSM FLY.(VRxSty
x:t{Ct HULL tv(K
OPERABLE SILL g OPERABLE SILL t-7-� OPERABLE SILL
8 0UTSWING-NO ANCHOR REQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED p
AFCO H-497 ♦ i
�♦ �V� E.S• bpi
S'* N .7 7
fl SA OF
SILICONE SILICONE SILICONE leIpT
�/ems R xe{3wye�e,0.-69,♦♦
.d d, .d d• 'A d i v�dr oF aA�e
Q d Q d d
CONCRETE/ CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS DATE: 02.05.14
g OPERABLE SILL g OPERABLE SILL / OPERABLE SILL GG.LY, H nnss
8 OUTSWING-NO ANCHOR REQUIRED 8 OUTSWING-NO ANCHOR REQUIRED $ UTSWING/INSWING-NO ANCHOR REQUIRED
SCALE: NTS
DWG•s: D015704
tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHEET: OF ID
SECTION OF HEAD OR IAMB AS LONG AS MINIMUM ()
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. VX
BILL OF MATERIALS PREPARED:it
FFEMN DESCRIPTION MATERIAL
FINGER-JOINTED PINE O FRAME HEAD/JAMBS O THRESHOLD
VARIES,SEE BOM AT LEFT BUILDING DROPS,INC.
SOLID PINE 1 a 3H E.DANIA BEACH MW.,STE.338
1 FRAME HEAD/JAMBS LAMINATED VENEER 1--- DaNM BEAC_84.
tn
0 PH:193AI Dee
LUMBER /.� r4x,(ss•)—oin8
wEe:wxw.Eu3Ciryd .
COMPOSITE
2 (NOT USED) ��4 563"
--------—---- 3 - - - (NOT USED) -- -
4 THRESHOLD o A
- THRESHOLD THRESHOLD o W < m
5 THRESHOLD - O O ` cc ga m
6 THRESHOLD 1 R p LL ]z
C, O T a
7 AFCO H-497 THRESHOLD a p Q J n Y
B THRESHOLD ~ Q m 7
9 THRESHOLD - 5.62" I 4.57' z ^c
10 THRESHOLD
1 [/1
URETHANE FOAM&
11 WEATHERSTRIP O AFCO H-497 THRESHOLD O THRESHOLD o W §
POLYETHYLENE
12 NON-COMPRESSION SHIM(0.25"MAX.THK) COMPOSITE p c
13 (NOT USED)
W's
14 (NOT USED)
15 RID WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL
Fes-16 CONG/CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL 4.62---I REMARKS BY DATE
d ADA sill,MP Lock,Radius L[. GL 6/13/14
17 BUTT HINGE(SEE SCHEDULE SHEETS) STEEL
18 LOCK SERIES 400 STEEL O THRESHOLD 10 THRESHOLD Reference Dwc.IrAwDa71A AM 9/30/19
19 DEADBOLT SERIES 780 STEEL
ROCKW ELL MULTI-POINT TONGUE LATCH#73228768 6.8 UNITsirE.u srti coxc`neioxs uusce`xnuunquio genii
20 ROCKWELL MULTI-POINT TONGUE LATCH#732287908-O UNIT STEEL $ raornraargmatAlgino Aavxunx.Auaxsm
xD.—on A3oma 3x.nr.e.AaE sDe snvra
W25
HOPPE MUU-POINT HARDWARE HIS9000 STEEL I 5•�"
ODL LITE KIT(LMI) 6063-T6 ALUMINUM I F�4.56• o
FLUSH GLAZING LEG FIBERGLASS `��� .•"E.. ����
ODL UPUTE KIT(RADIUS LITES) PC ABS 25 HEAD SHOOT BOLT PLATE(LH) 26 HEAD SHOOT BOLT PLATE.(RH) = :'�� S•" �0
HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH R8784D91 STEELN 7 HOPPE MUU-POINT HEAD SHOOT BOLT PLATE RH 08783923 STEEL - S A _OF GU SECURY"OLT MULTI POINT STEEL
:0,� Q P;
1.75" 1.75,• lip qI
DATE: 02.05.14
DWG. Y: I CHK. Y:
G L/TJ M SS�MSS
SCALE: NTS
DWG.#: D015704
SHEET: OF 10
-7
PREPARED
BUILDING DROPS,INC.
B98 E.0".BEACH BIw..—33B
DANM BEACH.EL 339W
PR:1994139?M9B
EM:(MI7—M
WZa:wvW.buil0lrydmplcpm
20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK 27 GU SECURY S-BOLT MULTI POINT t'
W/SILL SHOOT BOLT PLATE$12098911 j w J q N$
o m
Q m ohm
C a0 W�NN
o DCL m >
NG m �j
a Q WD
F .
o Z n
° o D" ®® a °
o
O° � HANDLE � r U
° ° HEIGHT REMARKS BY DATE
CD
em Ndd ADA sBI.MP Lack Radlu Lt. GL6/13114
n ° • r n 3 O n O Re/ereace DWG.NA010872A AM 9/10/19
HANDLE ° r m 9 HANDLE
HEIGHT
CZ) + na.nAtrarPwlMAnau mw[rtroHs[BBA r
Sn iE srt[EBeprtiosauusE ius7nunoRto olvintt
° — I SWHE p OL:IpEM[AtsBRMLOH[PM.Auctns[o
° ° m N cwalR SM L[B[.MC N[SPluld O [[uMa
a �* N .77
9 5 A OF
n 0.63"
0
E uwsL
se��drE� +IOTi Ho.tg9l1\
O V65
c
DATE: 02.05.14
DWG. Y: K. Y:
GL TM
SCHS MSS
SCALE: NTS
DWG.#: D015704
SHEET: OF10
i
398 E. Dania Beach Blvd.
BUILDING DROPS suite338
A Perfect Solution in Every Drop!
Dania Beach, FL33004
- Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@bLlildingdrops.com
of
JELD-WEN, inc. Y
Design Pro / Smooth Pro Fiberglass
Glazed (Impact). (HVHZ)
for
i
Florida Product Approval
e po rt No. 4433.3
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:
K tatiarttr,�
Prepared by: N 7
4 h
Florida Professional Engineer#73778 Pr.�p S A OF
Date: 12/12/2019 't` O IpP;..�
i� �� •.
Contents: r"' O L
Evaluation Report Pages 1—4 �t t t t t t! t 1►�''�`
Digitally signed by Hermes F Norero Hermes F. Norero, P.E.
Reason:I am approving this document Florida NO. 73778
Date:2019.12.13 14:09:48-05'00'
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BUILDING DROPS Date: 12/12/2019
��. Report No: 4438.3
A Perfect Solution in Every Drop! i
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)
Product Name: Design Pro/Smooth Pro Fiberglas
Glazed(Impact)(HVHZ).
I
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.
i
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.
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
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BUILDING DROPS Date: 12/12/2019
A{ A Perfect Solution in Every Drop! Report No: 4438.3
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
I
(FBC Organization#TST1589)
Report# Report Date:
NCTL-210-3916-02 w/addendum 06/10/14
NCTL-210-3918-03 10/12/13
NCTL-210-3918-02 10/12/13
NCTL-210-3924-01 12/18/13
NCTL-210-3925-03 02/07/14
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:
SJ W2013-229 11/26/13
SJ W2013-232 11/26/13
SJ W 2013-234 12/09/13
SJ W 2013-235 11/26/13
SJW2013-251 12/23/13
SJ W 2013-252 12/23/13
SJ W 2013-253 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
SJ W 2014-080 07/03/14
All reports signed and sealed by Robert H.Zeiders, P.E.
Hermes F Norero,jP.E.
Florida No.73778
Page 3 of 4
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BUILDING DROPS Date: 12/1 4438.3
3 A Perfect Solution in Every Drop! Report No: 438.3
Certificate of Authorization:29578
Report# Report Date:
SJ W 2016-006 02/22/16
TAS Report Engineer of Record: Harold E. Rupp, P.E.
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
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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 1
Report#: ESP010982P Report Date:02/26/13
5. Material Certifications i
Miami-Dade County RER—Product Control Section NOA
Current NOA for Solutia PVB Interlayer(Saflex by Eastman Chemical Co.)
Current NOA for SGP Interlayer by DuPont(SentryGlas by Kuraray America)
Installation: Refer to Installation Instructions(D015704)for anchor spacing and more details of the
installation requirements.
Design Pressure: Refer to drawing(D015704)for pressure information.
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Hermes F Norero; P.E.
Florida No.73778
Page 4 of 4
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