HomeMy WebLinkAboutProduct Review Affidavit 7/17/20.17 Florida Building Code Online „
AME
r BCIS Home Log In I User Registration j Hot Topics Submit Surcharge I Stats&Facts i Publications [ FBC Staff BCIS Site Map ` Links I Search
d,i r
Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
fl r • fit' FL# FL6416-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
I
Product Manufacturer Transparent Protection Systems,Inc..
Address/Phone/Email 633 Dunksferry Road
Bensalem,PA 19020
(215)638-0800 Ext 203
I craig.hampton@polymerindustries.com ,
Authorized Signature Frank Bennardo
frank@engexp.com
I
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
II I
I
I Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i ; Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Jorge A. Pomerantz,P.E.
d Validation Checklist-Hardcopy Received
I I ,
Certificate of Independence FL6416 R3 COI Indemodf
i I
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 1998
ASTM D635 2006
ASTM E1886 �, 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E330 2002
ASTM G155 2005
ASTM G26 2000
TAS 201 1994
https://flbddabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgs7kTE8Wah2IU3fha9OerzpjPk93OwE64p/p3d 1/2
7/17/2017 Florida Building Code Online
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL6416 R3 Eauiv Equiv 1.odf
FL6416 R3 Equiv Equiv 2.pdf
Sections from the Code
I ,
i
Product Approval Method Method 1 Option D
Date Submitted 02/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04/24/2015
Date Approved 06/23/2015
Summary of Products
i
FL# Model,Number or Name Description
6416.1 ;ClearGuard HVHZ Panels I ClearGuard Polycarbonate Storm Panels(HVHZ Product)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL6416 R3 II ,Dwg.Ddf , I
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports I
Other.See engineering drawings for design limitations FL6416 R3 AE 04-009 FE FBdpdf
(allowable spans,mounting conditions,anchor options,etc.) FL6416 R3 AE 04-009 LE FBC"odf
FL6416 R3 AE Eval.odf,'
FL6416 R3 AE HTL Test 6239-0107-05.pdf
FL6416 R3 AE HTL Test Report 0239-0312-06.Ddf
FL6416 R3 AE HTL Test ReDort 0239-1013-07.pdf i
FL6416 R3 At Test Ignition Smoke Bum.pdf
FL6416 R3 AE TPI-005-02-01.pdf
Created by Independent Third Party:Yes
Back FN-E
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
I 'I
I
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to,a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts: '!
® fig E
i
Credit Card
Safe
I
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2lU3fha90erzpjPk93OwE64g/`3d 2/2
O4 RW
d I�: �' � �`; :•:��-�-..NSF'•
® POLYCARBONATE STORM PANELS (HVHZ) _ Po
GENERAL NOTES: ,
t-2.50"--i t--2.50"� f-2,50"-t 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE �% F� ��A� .•
O'TMP 0,100" MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE 4�2 L i•' o•v*'''\ ,
��
1.00" �` 1,00" 3I4/IN TYP �``o 3/8"MIN REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014) / '��,`,„„r
L .1 p c ? 1- i i o ? PER TAS 201,202,&203 TEST PROTOCOLS. PANELS ARE APPROVED FOR YH 1N r
l i I 'r0,\��1 , e`rOs I L"� I1°I ryh� 'ros USE THROUGHOUT THE STATE OF FLORIDA,INCLUDINGWITHIN THE HIGH I,(JWillti
�`-�- Y -' y - �' 1- \. VELOCITY HURRICANE ZONE(HVHZ)COMPRISED OF MIAMI-DADE& W w m C
r BROWARD COUNTIES. Z I��}.. w=
G �-12"(MINj TO 13"(MAX)PANEL COVERAGE �-6 IJ2"MAX COVF.RAGF.-� 2) NO 33-1/3"/o INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N 1n1
y� ----------15 3/1G"MAX TOTAL PANEL WIDTH- -8 3/4"MAX TOTAL WIDTH MOUNT WITH THE DESIGN OF THIS PRODUCT. rru W w Z
' MOUNT WITH FASTENERS o 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE Z L m$w o�g
c WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A L jJ4(� 2
FULL PANEL PROFILE FASTENERS HALF PANEL PROFILE OR STUDS v JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. W`y �Ww,3
1 OR STUDS AT 2 AT 6-1/2" SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN 3 G^
(SEE GEN NOTE 6) 13"O.C.MAX 3"=1'-0" (SEE GEN NOTE.6) O.C.MAX
ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA
BUILDING CODE FIFTH EDITION(2014)SHALL BE LESS THAN OR EQUAL m a
STUD AND/OR LEG DIRECTION 2.000` TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES
MAY BE REVERSED I(- LISTED HEREIN FORANYASSEMBLY AS SHOWN. a
0.313" O.SG3" _ 0.500" }- 3.375"----�- 1 I 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM
0.313" r I 0.285° 0.375 }-# 0.380"t'-I 0.665" 0.125" TESTED PRESSURES DIVIDED BY A 1,5 SAFETY FACTOR.
0.688" I• _ 0.275° 5)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
I I INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM
m ,� o • THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR
o in 0.090" JJ CLOS REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO w N
o0 0.125" ry '� m TYP 0.650" 0.320" z
N ,o URE BE USED IN CONJUNCTION WITH THIS DOCUMENT.
TYP o.o9r'rYP ANGLE a
a I •i 2.000"-•-1 0.095" 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND �•w$
$ L -2 000"--{ -J-L -' .--3 �• BUILDOUT I LD O UT TMP 6 =1 0 SUPERIMPOSED LOADS 15 OUTSIDE THE SCOPE OF THIS CERTIFICATION U
i AND SHALL BE VERIFIED BY OTHERS. S o ao
7)CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,& C ry rjj wo< I
REVERSE 'F' TRACK G 'F' TRACK DOUBLE-WIDE)MAY VARY IN"COVERAGE"WIDTH UP TO THE RESPECTIVE N� qo pw>
pp STUD ANGLE 'F' ANGLE 6°=1'-0" 6 6°=1'-0" vI 0.096" MAXIMA SHOWN HEREIN,PROVIDED THAT THE PANEL PROFILE HEIGHT BE 2�, a z 5 a
MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS O a.
it 3 6"=1'-0" 6"=1'-0" -, , AT MAXIMUM SPACING SHOWN FOR EACH PROFILE. 'E m O¢
8)ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY
o f 0.875"-} m 0.099" i TRANSPARENT PROTECTION SYSTEMS,Inc.
y-- I 00,35" 0.099° 9)THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR F
I ." POLYCARBONATE PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE
` m 2.000" .i EXTRUDED WITH THICKNESS L=0.300"(+0.010")AND SHALT-BE m 3 tj
o rI MANUFACTURED FROM 100%SYNTHETIC THERMOPLASTIC POLYMER RESIN a"�¢
WIDTH UNLIMITED-- 0 0,067" _ (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ a
1- 0MIN"L -0.067" MUST DEMOSTRATE COMPLIANCE WITH SECTION 2614 OF THE BUILDING mo
r TOP MOUNT MOUNTING MIN r l- - CODE SPECIFIED ABOVE.TYPICAL TENSILE STRENGTH FY=8.908 KSI, 6 2
r�(CONN AS REQ'D) SECTIONS00.60" 0.375"11 FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI. u10)ALL j
- - KEYHOLE WASHERED 1 1 13) PANEELSSHALLNBEPERMANENTLY LABELED S SHALL BE 6063-T6 IWITH ANUM LMINIMUM OFONE
ap 'H' HEADER LABEL PER PANEL CONTAINING THE FOLLOWING:
N I $ WASHER 9 WINGNUT �� 6"=1'-0" TRANSPARENT PROTECTION SYSTEMS,INC
`
G"=1'-0" 633 DUNKSFERRY ROAD
BENSALEM,PA 19020
WIDTH UNLIMITED-------•""'- ASTM E330,E1886&E1996 f�R
zd PLAN �_�, -TOP MOUNT MOUNTING _. PRODUCT APPROVAL NUMBER
2
- - -- --- - - - �'---� -(CONN AS.REQ'D) -SECTIONS _ _ 12)STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE
Ho o _ .. _.... I
VIEWS - / \ REFMAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN.
w w I -T/7 REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI,Fl) O d w yYB
z ti � V , 0.58" TEST REPORTS#04-009-FE-TBC-009•LE-TBC,AS WELL AS
HURRICANE TEST LAB(HIL OF RIVIERA BEACH,FL)TEST REPORTS y
a¢ I i #0239-0107-05,#0239-1013-07,ï-0312-06. bt
_ _ 33)TOP&BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS K �1
_Z w - ___ - _
FIELD CONDITIONS DICTATE, PANELS MAY BE MOUNTED VERTICALLY OR - .. " d+ -
m iT3 HORIZONTALLY AS APPLICABLE, vP�� "$
w 14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH
s I ` ,".•, _ I ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT
/ m p3/8"(OR 05/8"WITH KEYHOLE WASHER)WITH ANY FASTENER TYPE. COPYRGm PPNMLBDNQWP.E.
- w - - - - WASHERED,WINGNUTS SHALL HAVE 0,8651MINIMUM WASHER DIAMETER,
/ \ 15)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED 14-1-509
STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH SCALE: -
T •"'-'s' '-•• b"-'-•---'e"' - :Ir-" \ OF 60 KSI. PAGE DESCRIPTION:
-•-•---• -• ---- ----° -- -• '----- MDTE_FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR _
(CONN AS REQ'D) z KEYHOLE DETAIL (CONN AS Rfl]INT EQ'D) U-HEADER SHALL BE CUT INTO 6"MINIMUM ADJACENT SEGMENTS.EACH
SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE,
1 TYPICAL ELEVATION N.T.S, e ALT, ARCH TOP 1.WITH A MINIMUM OF(2)ANCHORS EACHS GMENTPER AND
ACED 3"MINIMUSHALL M
F
1 ALT:FIELD GRILL 03/8" * ADJ MIN FROM RS.F OF EACH SEGMENT ANO SPACED 3"MINIMUM FROM
ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE A [ILMI
1 N.T.S. HOLE(OR p5/8"HOLE 1 N.T.S. MINIMUM OF(1)STUD PER SEGMENT FASTENED TO THE STORM PANEL
W/KEYHOLE WASHER) STUDS SHALL BE LOCATED 2"MINIMUM FROM ENDS OF EACH SEGMENT.
�L.•BFN��"'��.
{ j � 1654 9U,sF 900
2.56"-1 }2.006"I 1.2.066"1
1.66" -{ �` •ota '\ \ �• -\ 1.66" Np� 0.100" 1.666_1.199 —.J��
` r 1I
1.003" 1.500" .
-- --24"(MIN)TO 26"(MAX)PANEL COVERAGE 12.000" --
•28 1/4"MAX TOTAL PANEL WIDTH--------_._ ...__....________14.394" �'rq. iEl�;� L� ���\
MOUNT WITH w 'w'J�l ��'$ I
" EARMAXT""' DOUBLE-WIDE PANEL PROFILE MOUNT WITH ALT. FULL PANEL PROFILE FASTENERS w� =LLZ,u
FASTENERS -7 z •°%a
i l
3'
"=1'•0" (SEE GEN NOTE 6) OR STUDS AT 1 N.T.S, (SEE GEN NOTE 6) 113"D.C.MAX L Q V 5 e
13"O.C.MAX
wym$w8
X9 3
:g
3 p W
Cl
$ 1/4.20 MACHINE a
SCREW STUD X i
0.625" 3/4"@6"O.C.
0Typ. i
16
_ 1/4-20 TyP. '
m STUD X 3/4"
g 3.000"MAX.--} 0,500" -@l 6"O.C.
r f
_�_._____ a
0.093"TYP.
o.1zs° I I o.zao" oazo^ �Iop o
0.145" {--}0.387" -`-'l c_===- 1�d Tri �n Z 5- I
-1— 2.000" �-2.000"—� m❑a
ALTERNATE ALTERNATE <Aw
13 B.O. 'F' TRACK �LUD ANGLE STUDDED ANGLE _z S
n �MW
6.. 1._0. 1Y 6"�,1.-0" 15 6" 1._0"
mm
W N Q
L
2.368" 2.741"
0.094" 2.250" 0.059"
0.094"
�w
g _r g� 5����
- 0.094" �u 0.843" 2.189"--} Q gb�
_ ry
D - -- - -- -� 18 CLAMSHELL COVER --- - - - -- - ����
- - -
IN tV _
.1...... 1 �- N.T.S. 6063-TG d-.4 &5 pyR
�2 .375
0 �
000"
2.554 ._ - _ _ _ _ - __. _
STUD X 3/4'
3 ALTERNATE KKKKKKiiiiii 0 6"O•C' =6 8 R
_ U-HEADER_ U-HEADER CLAMSHELL TRACK CCFYN@iFWJMLBEtWAP00 RE I
i
6063-T6 17 N.T.S. 6063-T6 19 N.T.S. 6063-T6 1.41.569
SCALE: -
PAGE DESCAIPTIONt
��.BE4NN j
EXISTING HOST CONN TYPE Cl: EXISTING HOST STRUCTURE -EXISTING HOST STRUCTURE "'T'7 BEND PANEL AROUND `�,• _,�D�'.•V"--"'F�•• �'�'. !
STRUCTURE DIRECTMOUNT CONN TYPE C3: I
W/REMOVABLE -CONN TYPE Cl: FIf CORNER&STITCH TO
ANCHOR PER ANCHOR PER - ANCHOR PER y�,�} ADJACENT PANEL WITH
ANCHOR SCHED ANCHOR SCHED ANCHOR SCHED 'R ')' / ,•02�8Y _
G G 1 4-20 BOLTS &
EMBED _ EMBED 1L2::MAX #14 SMS OR �" O / WASIIERED WINGNUTS ;`•-
--
EMBED 3/16"POP AT 24°O.C.(TYP) I J
o 1 2 w rr
13"OC*MAX
o 1 o m 11 12 z p:I _-- FASTEN PANELS TO GL . T/ ORIDP`
E I
..._...,. wa ..... -
i � EXISTING HOS
HOSTSTRUCTURE OR VAR STRUCTURE
2 u 6 t/4-20 vle --/-«1.:._,. �a _ —_1- TO STUDDED ANGLE _...__J •llrol �;;1$
11 In LEG&/OR EXISTING x 3/4" iu csi 20 x 3/q" o (TOP&BOTTOM)AT pfd O
e w STUD DIR GLAZING STUDS zw w /
12 CORRUGATION VALLEY
GLASS SEPAR n MAY BE i STUDS AT 13" x W U
REVERSED AT 13" O.C.MAX N CLOSEST TO CORNER a I
_ - PER SCHED - z GLASS SEPAR Z
u FORINTER F D.C. EA ) Zp� U
PER SCHED o< ( CH SIDE � a
y, MOUNT MAX n GLASS SEPARATION G. �L1 Q Q LL U,
EXISTING 1/4-20 w q PER SCHEDULE —{ 1 2 lJ t m z
d GLAZING x 3/4° z 1/4" 31 12 L Z w.gg
... STUDS i 4 E - MAX EXISTING m 5 CO SURE
. .. AT 13" .--"-I __—r GLAZING w CORNER CLO W 9 3
3 D.C. •---- TI=- CONN'TYPE CS: as 3 N.T.S. PLAN VIEW N r m 3 y
& o a MAX ANCHOR PER 5 13 °' a w`•
TBG! m ANCHOR SCHED m I
ED 1/4.. E v
EDGE W -�_DIST 1/2.:CONN TYPE Cl: EMBED MA%ANCHOR PER EXISTING HOST STRUCTURE CONNTYPE Cl:HOST STRUCTURE ANCHOR SCHED ANC110R PER ANCHOR SCHED
1 MOUNTING SECTION /z1 MOUNTING SECTION 3 MOUNTING SECTION ANCHORS AT 12,0"O.C.FOR EQ
j P=59p f OR LESS,OR AT 5.9"O.C. EQ x
3 3"=1'-0" VERT SECTION 3 3"=1'-0" VERT SECTION 3 3"=3'-0" VERT SECTION FOR P=120psf OR LESS(USE ANY
ANCHOR FROM ANCHOR SCHED) G D„tee a
y"MAX GAP21
�� 12 j
........,, tiers s !
� 2 Q Z
6 BUILD-OUT CLOSURE S� J Q o
n 3
3'.i'-0" PLAN VIEW �o� J g,
MZ
1 2 1112 OE
1 2 11 12 �1Om p
1/4" ,m g 1
EXISTING HOST STRUCTURE 1/4• MAXNOTE:DETAIL 9/3 MAY BE USED
CONN TYPE C2: MAX AS AN ALTERNATE TO CLOSURE > S g
ANCHOR PER --1- _ DETAILS 7/3 AND 6/3. r u n
EMBED ANCHOR SCHED
_�-
1/2'MAX MAXIMUM PANEL
EXI MNG HOST MIN,PANEL OVERLAP PROJECTION
10 STRUCTURE SPAN SCHEDULE SHALL BE I.S TIMES
B 1 w o MAX SPAN&PRESSURE FOR a"MA%CAP THE PANEL PROJECTION - o d I hil
USE WITH'Ri"HEADER: POSITIVE CONN.) FROM THE EXISTING
R -
60"MAX AT 55.47psf 7 _ WALL MOUNT CLOSURE --- HOST STRUCTURE EXISTING HOST - iD° g
J EXISTING 1 2 �. _ _ _ 3 3"-=1'-0" PLAN VIEW -- STRUCTURE 88='A
•gE�°
GLAZING 1112 z �— LOAD -MAx - - -- 9 PANEL OVERLAP -
t@� GLASS SEPAR -- o o (psf) SPAN(ft) o 4 H�s f l-R
$ PER SCHED 1/4-20 x w w --® -" N.T.S. PLAN VIEW �pq
3/4" E EXISTING HOST 125 6'-S" 3 8 !
LEG&/OR STUD DI R_ 130 G'-P'
MAY BE REVERSED STUDS 9 w_ "MAX GAP STRUCTUREW
TYP 132 G'-1" L° Jim
FOR INTER= AT 33" - �—� 12 11 2 1 _ -
...MOUNT O.C.MAX °•_ - -.'"--" - -. 1/4° - -__135 S'-lI" -
-�- 3 }—I"To s" .MAX 140 s'-9' SCHEDULE NOTES:- -
8 � 445 W.T.
-i- IL\� 450 5'-5" 1. SPANS SHOWN IN"MAX PANEL SPAN SCHEDULE"ABOVE ARE MAXIMUM
�• "� CONN TYPE C4: �I/4o I 155 5'-3" ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. COPrRIGHTR MLsEri OOP.E.
ANCHOR PER -- - _I
-- 2.THIS SCHEDULE MAYBE USED TO DETERMINE MAXIMUM.ALLOWABLE --14-1509_ _
1/2"MIN' MAX -160 5'-2"-
HOST m ANCHOR SCHED %
LEG AND/OR STUD ALUMINUM OR GALVANIZED STEEL SPACER: •'�Z L'; 5._,_-
i p REQUIRED ONLY FOR EIFS,ICF,OR
DIRECTION MAY BE �^w OTHER MALLEABLE FINISHES. z
REVERSED FOR GLASS SEP.- �- 1/4-20 x u }-GLASS SEP, OPTIONAL.FOR STUCCO,BRICK,OR P
INTERIOR MOUNT- PER SCHED' _ PER SCHED
3/4" ¢a I OTHER RIGID FINISHES. OPTIONAL METAL BONDED
4 Q STUDS WASHER MAY BE USED ON
n EXISTING 1/4-20 n ,••
g EXISTING- AT 6" GLAZING x 3/4" THE INNERSIDE OF THE
GLAZING O.C.MAX STUDS PANEL-
AT
ANEL 111 7 U
14 15 14 AT 6" i W Z 3x
1/4•r o0 15 1- MAX n EMBED < z
wu_
MAX EMBED a W"a gaj
STRUCT 8EDGE -CONN TYPE C5:HOST
X u� W W I w�3�m
ANCHOR PER --
k £w =�-�=- _ M}• ANCHORS PER 3
3 ANCHOR SCHED
CONN NN ..__ __._. N a x
TYPE Cl: - �— _ "' --� ANCHOR
Q V
ANCHOR PER -__- SCHEDULE
-HOST STRUCTURE ANCHOR SCHED K <
�1 MOUNTING SECTION z MOUNTING SECTION EXISTING $p
w
t}
3'.1'-0" VERT SECTION 4 3"=1'-0" VER75ECT10N HOST
STRUCTURE -�
as y
• xa N
EXISTING EXTERIOR u+
WALL FINISH(STUCCO,
EXISTING HOST STRUCTURE c o S o
BRICK,ICF,EIFS,ETC.)
y Krn 12 n g
It i
I le Y Ir�, Na Zp 0 a .
ANY ANCHOR FROM ANCHOR CONN TYPE Cl:
SCHEDULE,ANCHORS EXISTING HOST ANCHOR PER GLAZ GLAZING $Zd o
m E E SPACED p 6"O.C.MAX. STRU RE ANCHOR SCHED GLASS SEPARATION p z
PER SCHEDULE mZ o
18 �em
d 7- -EMBED NOTE;SHUTTER SYSTEM MAY BE ANCHORED THROUGH n rn
EXTERIOR WALL FINISH TO HOST STRUCTURE WITH
16 lY a o ANY MOUNTING CONDITION SHOWN HEREIN. a
1 2 �Aw
lXXIS7IN. '
GLAZING19 uaao zb MOUNTING SECTION THRU
31/"MINIMUM a EXISTING x 3/4" Aa•w
v S�PARREQ'D+- GLAZING STUDS a EXTERIOR WALL FINISH
NOTE:MAXIMUM SPAN AND PRESSURE FOR GLASS SEPAR� AT 6^ S s BRICK ICF EIFS ETC. - ■
USE WITH'U'HEADERS:52"MAX PANEL PER SCHED O'C' I
MAX t} N.T.S. VERT SECTION v
SPAN,+78/-80 PSF MAX DESIGN PRESSURE
3- MOUNTING SECTION -4— MOUNTING SECTION
4 N.T.S. VERT'SECTION [} N.T.S. VERT SECTION
T
9,'H I
5NEW N�
i
COPtRIfJlf FRVR L EF�PL.RUD F.E.
- - - - - -
--1:4;;1509-
SCALE! -
PAGE DESCRIPTION:
aE�
AT
YL.8
,• F,Pqq EOR 6549 :E"•.Oi% .-
ANCHOR SCHEDULE
2'MIN EDGE DISTANCE _ 0?SIP Af'71�
Spans UP Toa-0 Spans Up To •0 Dans p o - 1�+CC
ANCHOR CONN TYPE CONN TYPE CONN TYPE •` ��•
[[�� `°A° MINIMUM GLASS =;, , = oF .;
°xG (Ps') Cl C2 C3 C4 CS Cl Q C3 C4 CS Cl C2 03 C4 D5 SEPARATION SCHEDULE •'
V4'ELCO ULTRACON OR ITW 42 13.0"113.0"13,0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" _ GLASS SEPARATION ��i
ATT T'APCON WITH 1-3/4" 47 13.0"13_0"13.0"13,0"13.0"13.0"13.0"t3.0"13_0"13,0"13,0"10.8"130"13.0"130" / 6
EMBED(3000 PSI MIN CONC) S3 13.0"13.0"13.0"13.0"13,0"13.0"13.0"13.0"13.0"13.0"13.0" 9.6" 7.5" 13.0"13.0" MINIMUM SCHEDULE NOTES: p lip
`.,
y4- 65 13.0"13.0"13.0"13.0"13.0"13.0" 9.8" 7,6" 13.0"13.0"13.01 7,8" 6.1" 13.0" 8.4" SEPARATION MINIMUM
POSITIVE SPAN AT OR BELOW SEPARATION 1. GLASS SEPARATION SCHEDULE. (UJ1, r
p 120 13.0" 7.9" 6.2" 13.0" 8.5" 5.4" 5.3" 4.1" 5.1" 5.7" 4.3" 4.2" 3.3" 4.1" 4.5" LOAD W J O
a 1/4'ELCO PANELMATE WITH 42 13.0"13.0"13,0"13,0"13.0"13.0"13_0_'13•..0'_13.0"130"13.0"13.0"13.0"13.0"13.0" LESS 30'ABOVE AT ELEV>30' PROVIDES MINIMUM SEPARATION U
(PSI) THAN GRADE ABOVE GRADE DISTANCE REQUIRED BETWEEN W z E'.o:
1-3/4"MIN EMBED(3350 PSI 47 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0",13.0"13.0"13.0"13.0"13.0" -........ _- ...... EXTERIOR FACE OF GLAZING OR Z� w U�w u,
MIN CONC) 53 13.0"13.0"130"13.0"13,0"130"13.0"13,0"130"13.0"13.0"12.2" 9.6"13.0"13.0" W-0" 4.23" 1.37"' OTHER PRODUCT BEING PROTECTED) rrIn1 QQ"(0
* - 65 13.0"13.0".13,0"13.0",13.0"13,0"12.5" 9.7" 13.0"13.0"13.0"10.0" 7.8" 13.0"10.6" 32 4'-9" 4.23" 1.73" AND INTERIOR FACE OF INSTALLED �U m w 0
120 13.0"30,1" 7.9" 13,0"10_8" 6.9" 6.8" 5,3" G.0' 7.2" 5.5" 5.4" 4.2" 5.2" 5.8" 6'-1" 5.35" 3.00" STORM PANEL. L p 3&
z 114-2 ALL POINTS SOLID-SET 42 13.0"33.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13,0"13.0"13.0" -'----""'
/ - 2. SEPARATION DISTANCE PER THIS W °m
4'-0" 4.23" 1.46° w
O
WITH 7/8"MIN EMBED(3000 47 13,0"13.0"13.0"13.0"13.0"13.0"13.0"33.0"13.0"13.0"13.0"10,9"13,0"13.0"13.0" SCHEDULE IS REQUIRED FOR USE
PSI MIN CONC 4'-9" 4.23" 1.92" m m J
53- 13.0"13.0"13.0"13.D"13.0"13.0"13.0"13.0"13,0"13.0"13.0" 9_6" 7.5�' 13.0"13.0" 40 WITH POSITIVE LOADS ONLY. w i
* H,may 65 13.0"13,0"13.0"13.0"13.0"13.0" 9.8" 7.7" 13,0"13.0"13.0" 7.9" 6.1" 13.0" 9.8" S'-9" 5.35" 3,00" 3, SEPARATION FROM GLASS IS o W"
`•� 120 13.0" 8.0" 6.2" 13.07 9,9" 5.4" 53'• 4.1" 5.9" 6.6" 43" a.3" 33" 4.7"]131"..
4'-0" 4.23" 1.52" REQUIRED ONLY WHEN INSTALLED mi O g
S/4.20 POWERS CALK-IN WITH 42 33.0 13.0 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 45 q'-g" 4.23" 2.03" WITHIN THE HIGH VELOCITY a j
7/8"MIN EMBED(3000 PSI MIN ]3.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 6.9" 13.0"11.8" HURRICANE ZONE,ASTM WIND ZONE
CONC) 53 13.0" 3.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13,0"13.0" 6.1" 4,7" 10.4" 5'-7" 535" 3.00" 4 AND ESSENTIAL FACILITIES.
"13,0"13.0"13.0"13.0"13.0" 6.2" 4.8" 10.6"10.6"13.0" 5.0" 3.9" 8.5" 4'-0" 4,23" 1.58"120 13.0" 5.0" 3.9" 8.G" 5.0" 3.4" 3.4" N/A 3.0" 3.3" WA NIA N/A N/A SU 4'-9" 4.23" Z.14"
O 5'-6" 5.35" 3.00" w N
mN' 4'-0" 4.23" 1.69"
2"MIN EDGE DISTANCE ¢>
^y () Spans Up To 4`0" Spans p To -0 Spans p o - 60 4'-9" 4.23" 2.37"
p>p�� ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE 5'-3" 5.35" 3.00" �t o
=G (psQ C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 4'-0" 4:2.'::
.233.61" mo G w J
1/4'ELCO DLTRADDN WITH 42 13.0"13.0"13.0"13.0"130"13.0^13.0"13.0"13.0"13.0"10.7"10.7"10.7"11,2"11.2" 70 q'-9" 4.23" 2.60"
1-1/4"EMBED 47 13.0"13.0"13.0"13.0"13.0"11.9"11.9"11.9"12.5"12.5" 9.5" 3.6" 9.5"110.011110.0" c o
Z5'-0" 5.35' 3.00' @ e
53 13.0"13.0"13.0"13.0"13.0"10.6"10.6"10.6"11.1"11.1" 8,5" 3.2" N/A p.9" R.9" !y �a o p a.
z - 120 3'-B" 4.23° 1.97' _
0 65 12.9"12.9"12.9"13.0"13.0" 8.6" 3.2" N/ 9.0" 9.0" 6.9" NIA NIA 7.2•' 3.3" -__.....
LL 120 7.0" NIA NIA 73" 3.3" N/A N/A NIA N/A N/A N/A N/A N A N/A WA c S p
1/4'ELCO PANELMATE WITH 42 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"
R 1�-"'
1-1/4'MIN EMBED 47 13:0'_13.0"13.0"13:0"13.0_'13.0"13.0"13.0"13.0"13.0"13.0" 7.2" 330"13.0'13.0" ANCHOR NOTES. 1O 0 w
m d _.._
53 13.b"13.0" U. 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 6.3" 4.9" 13.0"13.0" !gym I
65 13.0'•13,0"13.0"13.21 13,0"13.0•• G,5•' S.0" 13.0"13.0"13.0" 5.7." M1.0" 12.4" 6.1" rh
1. FOR ALL CONCRETE ANCHORS,UTILIZE EITHER 1/4"ITW ATT TAPCONS OR o
* ro 120 13,0" 5.3" 4.1" 12,6" 6.2" 3.6" 3.5" N A 3.7" 4.1•' N/A NIA NIA N/A 3.3" 0/4"ELCO ULTRACONS AS SPECIFIED IN THE ANCHOR SCHEDULES.
m 1/4-20 ALL POINTS SOLID-SET 42 13.0"13.0'_13.0"13.0"13.0"13.0"13.0'13.0"13.21 130"13.0"13.0"13.0"130"130" 2. PLUSELCO,
PANELMATE"ANCHORS MAYBE MALE,FEMALE,OR PANELMATE
WITH 7/8•MIN EMBED 47 13,0"13,0"13.0"13,0"13.0"13,0"13.0"13.0"13.0"13.0"13.0" 73" 13.0"13.0"13.0" PLUS,AS ILLUSTRATED HEREIN. HEAD STYLE MAYBE STD 13/32°OR o O
Q 53 13.0"13.0'•13.0"130"13.0"13.0"13.0"13.0^13.0"13.0"13.0" 6.4" 5.0" 12_0"12.0" WASHERED 5/8"HEX HEAD.
0 3. ENSURE MINIMUM 2"EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE& U I
0 65 13.0"13.0"130"13.0"13.0"13.0" 6.6" 5.1" 12.3' 12_3"130" 5.Z'• 4,1" 9.8•' 5.4•' TO HOLLOW BLOCK. ENSURE 3/4°EDGE DISTANCE FOR ALL ANCHORS TO j
u 17"".^„ 120 13.0" 5.3" 4.2" 10.0" 5.5" 3.6" 3.6" N/A 3.3" 3.7" N/A N/A N/A N/A N/A WOOD.
4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
3/4'MIN EDGE DISTANCE MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,
G -' -5paris UP fri'd:d...W--"_. -Spans Up To 6- Spans D o -6 BRICK,AND OTHER WALL FINISHES. ¢ N^-4
ANCHOR LOAD 5. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO n S 5W
�L
g CONN TYPE CONN TYPE CONN TYPE n ,
E s (PsD Cl L7. C3 C4 CS CI L2 C3- C4 c5 Cl _C2, „C3,..,_C4_ CS UN-CRAKCED CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER 9 Nd
q _ 42 13.0 13:0"13.0 13.0"105 1cl 13:0"13.0"11:9"11.6"13.0"13.0"13.0" 93"- 9.3" MANUFACTURE'S RECOMMENDATIONS. R% '�yP ,
1/4'TAPCON(ELCO OR ITW) -- 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS- aSSQ
OR N14 WOOD SCREW W/ 47 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.4"10.4"13.0" 7.7" 13,0" 8.3" Bi3" MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD r 7- 4
1-1/2"EMBED 53 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 9.2" 9,2" 13.0" 6.8" 53" 7.4" 7.4•' FRAMING MEMBERS,NOT INTO PLYWOOD. ... .�S2 GI 331 i
6S 13.0"13.0"13.0"11.3"11.31 13.0" 6.9" 5.4" 7.5" 7.5" 13.0' S.5.'. 4-3" 6.0" 4.3" 7, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR -a��X j
120 130" 5.6" 4.4" 6.1" 4.2" 3.8" 3.8" 2.9" 2.6" 2.8" 3.1" 3.0" 2.3" 2.1" 2.2' SHALL BE LOCATED IN CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e. i
�-___
_ - 1/4°ELCO PANELMATE- 42 13.0"13,0"13,0"13,0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13_0"130"13,0"13_2" 3/4"EDGE DISTANCE 15 ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). r�
-- - J (FEMALE,MALE,OR PLUS).W/ 47- 13.0' 13.0"13.0"13.0'•13.0'13.0"13.0"13.0"13.0"13.0"13.0"13;0"13.0"13.0"13.0"- - _ WOOD!STUD SHALL BE"SOUTHERN PINE"G=0.55 OR GREATER DENSITY._ - - -- -- - -- - _ Ht I1-7/053 1.3.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"1330"13.0'13.0"33,0"11,6"13.0"13.0" B. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED-HEREIN,-BUT'---._ , y65 13.0"13.0"13.0"13.0"13.0"13.0"13.0"11.8"13.0"13.0"13.0"12.1"94' 13.0" 9_4" ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM IC/d'I 120 13.0"IZ^3" 9.6" 13.0" 9�6" 8.3" 8.2" 6.4" 5.9" 6.4'• G.7" 6.5'-' 5.1" 4.7" 5.1" ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE ' pD '
M 7/16'WOOD BUSHING W/7/8" 42 113.0"113.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13,0"13,0"13.0"13.0" SHALL APPLY. COPYROTFRAWL8D W300P.E i
MIN EMBED&I/4.20 S.S. q7 13.0"13,0"13.0"13.0"13.0"13.0°13.0"13.0"13.0"13.0--113.0" 5.9" 13.0'13:0"13:0" 9.-MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF-
3 MACHINES I THREAD 53 13.0"13.0"13.0"13.0"1310"13.0' 13.0"13.0"13.0"13.0"13.0'• 5.2" 4.1" 13.0"13.0" TFIREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS 14--1509-
,_
PENETR 65 13.0"13.0"13.0"13.0"13.0"13.0" 5.3" 4.1" 13.0"13.0"11.4" 4.2" 3.3" 11.4" 5.3" HEAD,OR WAFER HEAD("SIDEWALK BOLT')U.N.O. -
'� 120 11.6" 4.3" 3.4" 11.6" 5.4" 2.9" 2.9" 2.2" 3.2" 3.6" 2.3" 2.3'• NIA 2.5" 2.9'• 30. * DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED PAGE OESCRIPTION,
1/4'LAG SCREW WITH 2-3/32" 42 13.D"13.0"13,0'13.0"13.0"13.0"13.0'13.0"12.1"12.1"13.0"13.0"13.0" 9.7" 9.7" DIRECTLY TO TELE HOST STRUCTURE ONLY WITH THESE ANCHORS, -
E MIN THREAD PENETR 47 13.0"13.0'•13.0"13.0"L3.0"13.0"13.0"13.0"10.8"10.8"33.0" 9,9" 13.0" B.6`• 8.6" LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE
v -EL.S.6" SPACING SHOWN IN ANCHOR SCHEDULE. °F
53 13.0"13.0"13.0_13.0"13.0"13.0"13.0"13.0" 9j6" 9.6" 13.0" 8.8" 6.9" 7.7" 7.T' 11. "N/A"DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE -
* m,� 65 13.0"13.0"13.0"11.7"11.7"13.0"2.0" 7.0" 7.8" 7.8" 13,0" FOR USE. 2
a"la 120 113.0"17.3" 5.7" 6.4" 4.6" 5,0" 4.9" 3.8" 2.9" 3.1" 40" 3.9" 3.0" 2.3" 7..5" T-Gll
��� ENGINEERING EXPRESS
R
� ® PRODUCT EVALUATION REPORT
ENGINEERING EXPRES0 EXPERT
PREMUCT F—VALIJAT913N REPDRT
April 20,2015
Application Number: FL 6416.1-R3
FLB Project Number: 14-1509
Product Manufacturer: Transparent Protection Systems, Inc.
Manufacturer Address: 633 Dunksferry Road
Bensalem, PA 19020
Product Name&Description: ClearGuard Polycarbonate Storm Panels(HVHZ)
I
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-
3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition
(2014)and is, for the purpose intended,at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or:revisions.
I
Substantiating Data:
i
i
o PRODUCT EVALUATION DOCUMENTS
FLB drawing#14-1509 titled"ClearGuard Polycarbonate Storm Panels(HVHZ)", sheets 1-5, prepared by
Engineering Express,signed &sealed by Frank L. Bennardo, P.E. is an integral part of;this Evaluation
Report.
o TEST REPORTS
Uniform static structural performance has been tested in accordance with TAS 202 test standards per test
report(s)#04-009-FE-FBC-009-LE-FBC by Construction Testing Corporation(CTC)and test
report(s)#0239-0312-06ï-1013-07 by Hurricane Test Laboratory(HTL).
Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS
201 &203 test standards per test report(s)#04-009-FE-FBC-009-LE-FBC by Construction Testing
Corporation (CTC)and per test report(s)#0239-0107-05,#0239-
1013-07ï-0312-06 by Hurricane Test Laboratory(HTL). Original`r c 1,19%) slid for
Self-ignition temperature, Rate of Burning, and Smoke Density have 'Pa
been tested in accordance with ASTM D1929-96,ASTM D635-98, & �.
ASTM D2843-99 standards(respectively) per test report#ETC-01-
753-10724.1 by ETC Laboratories(ETC). •f�
UV weathering resistance has been tested in accordance with ASTM • ?
G26(equivalent to ASTM G155-05a)and ASTM D638 standards per Frarl{pllr.:BennardP.E.
#P&Qd654998$5
test report#TPI-005-02-01 by PRI Asphalt Technologies(PRI). ��A �
.� tORIT
J V 1G+ V
AL
A PRODUCT OF ENGINEERING EXPRESS®
A FRANK L. BENNARDO, P.E. INC INNOVATION
160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
y R
R ENGINEERING
EXPRESS°' A nl 20,2015
E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) Page 2 of 2
• STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluate the product based on comparative
and/or rational analysis to qualify the following design criteria:
1. Minimum Glass Separation
2. Anchor Spacing
3. Maximum Allowable Size/Pressure Combinations
No 33%increase in allowable stress has been used in the design of this product.
i Separation from glazing is required for all installations within ASTM wind zone 4, essential facilities and
the high velocity hurricane zone(HVHZ).
Impact Resistance.
i Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,
and is accounted for in the engineering design of this product.
i
Wind Load Resistance
This.product has been designed to resist wind loads as indicated in the span schedule(s)on the Product
Evaluation Document(i.e.engineering drawing).
j Installation
The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e.
engineering drawing),along with all components noted therein.
The product components shall be of the material specified in the Product Evaluation Document(i.e.,
engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering
drawing)as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
in this product's respective anchor schedule shall be designed for on a site-specific basis by a'registered
professional engineer.
All components which are permanently installed shall be protected against corrosion,contamination, and
other such damage at all times.
j This product has been designed for use within the High Velocity Hurricane Zone(HVHZ).
I
i
A PRODUCT OF ENGINEERING EXPRESS@
A FRANK L. BENNARDO, P.E. INC INNOVATION'
160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.'ENGEXP.COM