HomeMy WebLinkAboutNOAM11AM1-D==ADE RECEI IEP IV LOU-DADE COUNTY
0M DEC 0 6 2G%ODUCI CONTROL SECrION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RE '��T. Lucle County, PpMIVO am- Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION _ 1590 F (786) 315-2599
_,(,,�,4950 ]Elicl=ore Street
Ville St. Laurent, Quebec, Canada H4TIK6
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Marni-Dade County RER -Product Control Section to
be used, in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County)'and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product rjr� material tested for quality assurance purposes. If this product or material fails to perform. in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modif�� or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Veloci J�..canc Zone. -
DESCRIPTION: Seri "GenStorm" Outswing Opaque Steel Door
APPROVAL DOCUNWEMNT: Draw"ing No. ADI - ti ed "Genstorm Outswing Steel Door System - LM]", sheet 1
through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and
sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration dat b Miami -Dade County Product Control Section.
.�pv tb�g
NhssrLE IMPACT RATmiG: Large Missile Im act R"kfAnt
Limitations:
1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior
(positive) DP= +65, where water infiltration requirement is needed.
2. Options #land 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors.
LA,BELING: Each unit shall bear one of the following perruainent labels:
Gensteel Doors Inc. GensteeI Doors Inc. North American Doors Corp.
4950 Hickmore Street 233 5 Industrial Park Drive 1471 Military Turnpike
Ville St. Laurent, Quebec, Canada ff4TIK6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911
and series and the statement: "Miami -Dade County Product Control Approved".
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any Product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises NOA ffl5-0825.04 and consists of this page I and evidence pages E-I & roval
document mentioned above. fire VC!dw
The submitteddocumentation was reviewed by Ishaill. ChandaP.E.
SCANNED O;A �No_ 17-0803.071
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Gensteel Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file listed below)
2. Drawing No. ADID-01, titled "Genstorm Outswing Steel Door System - LMF', sheet I through 8 of
8, dated 02/05111 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc, signed
and scaled by Yiping Wang, P.E.
B. TESTS (submitted under files #12-0223.34 N10-1203.02/05-0127.11)
I Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT)
Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated
10/14/10, signed and sealed by Jorge A. Cause, P.E.
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(PMKI 77T threshold)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
7) Tensile test per FBC, TAS 202
Along with marked -up drawings and installation diagram of Genstorm. Opaque, Glazed and
Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed
by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01)
3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370-
DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by
Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5'b Edition),
prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERL&L CERTIFICATIONS
1. Tensile Test� per ASTM A370-05 item B (1) (7)
2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration
Testing Lab, signed and scaled by Julio Gonzales, P.E. (submitted under file # 10-1203.02).
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5' Edition), dated 08/20/15, prepared by MCY
Engineering, Inc, signed and scaled by Yiping Wang, P.E.
2. Statement letter of Lab. Compliance, as a part of above test reports.
I C�L,-� \ - U 4 � �\�
Ishaq 1. Cbanda, P.E.
Product Control Examiner
NOA No. 17-0803.01
Expiration Date: July 14,2020
Approval Date: December 28, 2017
Gensteel Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises & renews # i2-0223-35, expired on 07/14/15.
2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08.
3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y.
dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively.
1. - New Evidence submitted.
A- DRAWINGS
-1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet I through
8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc.,
signed and sealed by Yiping Wang, P.E.
R. Test
1. Test reports on 1) Air Infiltration Test; per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(PMK177T threshold)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
7) Tensile test per FBC, TAS 202
Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and
Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL
7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5h Edition) & FBC 2017 61' Edition ted
05/16/17, prepared by MCY Engineering, Inc., signed and se e y iping --, E.
G. OTHER
1. This NOA revises NOA 4 15-0825.04, expiring 07/14/20.
2. Test Proposal #17-0053 dated FEB 03, 2017 approved byRER.
Isbhq L Chanda, P.E.
Product Control Examiner
NOA No. 17-0803.01
Expiration Date: July 14, 2020
ApprovalDate: December28,2017
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IS NET REQUIRED. (SINGLE ROWSWADHESNE CLOSED CELLFOAM TAPETO -ALCAD DURAnON FACTORIN ALLOWA81.15 STRESS IS USED
BE APPLIED ENTIRE PERIMETER Of FRAMa IN DESIGN OF MCHORS IWO WOOD ONLY.
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DOOR PANEL Mflt� GA.(0.0391 STEEL MIN. Fy, 55 01 MHU-
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EGRESS REOUIR�ENTS TO BE REVIEWED By SURGING OFFICIAL
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ACTIVE LEAF. LOCATED AT 9-� MAX. FROM TOP OF DOOR TO
PRECISIOW HU2800 CONCEALEDVERTCAL ROD. SURFACE CENTER LINE OF I ST. HINGE. AND TO BE SPACED
MOUNT TWO POINT LOCK SYSTmi WTH -MECISIOW PANIC OUT NOT TO EXCEED 37-16116" FROM CL TO CL OF z
OPTION 2
DEVICE WITH (4) 1 0�4 x IAW. LOCATED 391� FROM BOTTOM HINGE. TO BE FASTENED BY #12-24 X FLATHEAD
Ll Z
ACTIVE LEAF: INACTIVE LEAF- MACHINE SCREWS.
VO—N-0—UPTRIW-9875 MORT BE EXIT WITH (Z) &U x W PH MS. 'PRECISION' HC220 SURFACE VERTICN. ROD. SURFACE MOUNT
LOCATED 3"V FROM BOTTOM TWO POINT LOCK SYSTEM WITI 'PRECSION" PANIC DEVICE NTH
(4) 1 �4 x I-IW OH MS. LOCATED 39-V7 FROM BOTTOM SINGLE DOOR lu
JU Z
0
INACTIVE LEAR (2)-SURFACE MUNT MED`AUUC SMKE PLATE AT HEAD TO HINGE& STEEL MORTISE H NOES 4 PER LEAF. 3 U
7V0 SN53 SURFACE MOUNT MANUALLY OPERATED BE FASTENED NTH (2) 114-20 PH MS LOCATED AT 11 -314� MAX. F ROM TOP OF DOOR TO 00
SURFACE BOLT TO BE FASTENED WIN (4) 12 x I-IM PH ME Z
CENTER LINE OF 1ST. HINGE. AND TO BE SPACED
PEMKO 0375CR OVERLAPPING ASIPA4AI. III N
OPTION 7 OUT NOT TO EXCEED 25�Sij 6* MAX. FROM CL TO C L >. 0 ;1;!
OF HINGE.TO BE FASTENED BY#12-24XJ' u
ACTIVE LEAF: FLATHEAD MACHINE SCREWS.
PRECISIOW HCnD0 SURFACE VERTICAL ROD.
(4) 1 �24 x I-lW CH MS. LOCATED 39�14- FROM BOTTOM
OPTION 3
INACTIVE LEAF:
ACTIVE LEAF: 'IVES" SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH ACTIVE LEAF
SARG� 6200 SURFACE MOUNT MORTISE LOCKWIN BOLT. TO BE FASTIENED WITH (4) 12 x 1-1/4' PH MS m I E
'DORWCL7DOSUW�EMOUOM�TAUICMNOLEAT39 IW
HANDLE. Willi SURFACE MOUNT MUALUC DEAD -BOLT. FROM BOTTOM W17H (2) � X 318- PH MIS AND (2) AS X 3t8- FH
LOCATED 3V FROM BOTTOM WIN (2� J. FH MS MULTI THREAD SCREW. L
OPTION 8 MORAW DBSSO SURFACE MO UNT METAU.IC DEAD BOLT AT 45
I"CTIVE LEAF, IW MOM BOTTOMWITH (2)V4�20 X 16/8' PH MS; (2) #10�2 X 2
�4' LONG 18 GA STRIKE BOX TO BE FASTENED BY (2)912-24 ACTIVE LEAF 318' PH MS AND (2)" X W PH M�T THREAD SCREW 6
SCREWS
NON DUMIIT 9847 CONCEALEDVERTICAL ROD WITH PANIC INACTIVE LEAF: 0 7
'NEW SM53 SURFACE MOUNT MANUALLY OPERATED SURFACE DEVICE NTH (2) 8-32 x 3/8' PH MS. LOCATED 39�� FROM _q ET �M45B FLUSH MbUNT METALLIC FLUSH BOLTS AT 12' 0 6
BOLTATTOPANDBOTTOM. WTH(4)11�axl�FHMS BOTTOM AND 71' FROM BOTTOM W (4) IS X lt' PH MULTI THREAD 0
B
SCREW
SURFACE MOUNT METALLIC STRIKE PLATE AT FRAME HEAD INACTIVE LEAF ONE RUSH MOUNT METALLIC STRIKE PLATE AT 39 I�
TOBEFASTENEDW7H(2�#10xl-Il0FHSMIS 'PRECISIOW MC2800 CONCEALED VERTICAL ROD. SURFACE
MOUNT TWO MINT LOCK SYSTEM WTH 'PRECISION' PANIC FROM BOTTOMW(2) #10 X V PH SMSAND ONE FLUSH
DEVICE WITH (4) 1�24.1-114'. LOCATED 39-ln'FROM MOUNT METALLIC STRIKE PLATE AT 45 IW MOM BOTTOM
BOTTOM W/ t2)N X 3/8' PH MULTI THREAD SCREW.
MDUCfREVISM
OPTION 4 (RimsxwTHmuwON) OPTION 9 wqwuPl,,bq�tkftrk�
ACTIVE LEAF: AC71VE LEAF 17-1442.
'PRECISION' HC2100 RIM OUT PANIC MECHANISM. SURFACE
MOUNT LOCATED 41�W� FROM BOTTOM WTH BY (4) 1�20 MORW CON SURFACE MOUNT METAULIC HANDLE AT 39 10 FROM
1-1/4' OH MS BOTTOM WITH (2) IR,36 X N' PH MS AND (2) N X 3W PH MULTI THREAD
SCREW. NN 15 2017
N WRMA! DB660 SURFACE MOUNT METALLIC DEAD DOLT AT 45 10 FROM E
BOTTOM WITI MIW40 X I DIV PH MS; (2) 9IM2 X 2 WS"Fil MS AND (2)N X
INACTIVE LEAF: M"FH MULTITHREADSCREW. rPNG
'PRECISIDWHC2100 RIM EXITPANIO DEVICE SURFACE KOWDA RESSWTIDN L3
MOUNT LOCATED 414/r FROM BOTTOM WITH BY (4) 1/�20 x INACTIVELEAP RE 0,5B. SO
I-Flims ONE FLUSH MOUNT METALLIC STRIKE PIAMAT 39 IW FROM BOTTOM W C.:kN,'18S77
(2)#IGX1'FHSMSMOOME FLUSH MOUNT METAWC STRIKE PLATE AT 45
REINFORCED MULLION' 10 FROM BOTTOM W (2)98 X 31V PH MULTI THREAD SCREW. a
S8453 SURFACE MOUNT MANUALILY OPERATED SURFACE BOLT70
HUn PRECISION HARDWARERSNOVAS�WITHi(4)�ZOxJ7 P�
4 BE FASTENED NTH 0) 12 � 1.114'FH Ms
MSCR#14xl*SMSATTOP. t A 2-ISLEEVE ANCHOR
EMBEDDED 1-r INTO CONCRETE AT BOTTOM
ADIO-01
M.1 MDE COUIM
I
251"
@
3
ILDUSTBOX
18 GA D06R FRAME JAM13 AND HEAD
17/8-_/ 1
THRESHOLD
@ 'F],/. 5..
(5
rM30
MASONRY VORIF ANCHOR ry-WW
—9
M��VSLOT
MROUGHNEAD'WC
��S�ACE
WVXZ?w
FOR WS MM �ME BOLT
"B
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STEEL BAR INSERT
REMOVABLE MULLION REINFORCEMENT
HRIM I
10 GA HINGE REINFCRC EMENT
.
G<T-I-
&
MORTISEBOX FRIM (I.
REINFORCEMENT FRAME REINFORCEMENT
.134"7HICK STEEL HINGE
MCHM
SM�WAS�E7
SURFACE BOLT STRIKE 4OPTION 13)
I.-
T
rMA STEEL ANCHOR STRIKE DUST BOX ASA STRIKE BOX R
19 X Nis*
1.0AS
RVH�o T
HOLE D
,IBM S
AND U R 901EDNLM
—REC'O
DR17.. IRM. 012� SCREW PRECIS
mu
SURFACE BOLT STRIKE MORT[SE LOCK EDGE
REINFORCEMENT REINFORCEMENT
1> > P11101mcrREVIM0
FAINO
FLOOR ANCHOR
12 GA. REINFORCEMENT PLATE
.1�1. .
2'
HCM
ION STEEL
LLION
mw WMG,. P.E �
RM RECISMrOM
w P4
111 0
30
z
LU
u
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aj
Aj
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ADIO-01
4
BILL OF MATERIALS
ME
ITEM
PART No.
MATERIAL
QTY.
DESCRIPTION
MANUFACTURER/SUPPLIER/ REMARKS
STEEL OR ST/ST
AS
REOD.
FRAME HEAD/JAMB (5-k x R-)
18 GA. (q.048MIN.) Fu= 49KSI MIN.
PW2051
ALUM.
I
THRESHOLD
PEMKO WITH VINYL INSERT
STEEL OR ST/ST
AS
REQD.
DOOR PANEL
20 GA. (0.036MIN) Fu= 55 KSI MIN,
4
DR1010
STEEL
AS
REOD.
MORTISE BOX REINFORCEMENT
GENSTEEL
5
P 387
AS
REOD.
PEMKO 387 CLOSED CELL SP13NGE WEATHERSTRIP
PEMKO
6
-
STEEL
AS
REQD.
2-el' x 4' 12 GA. STEEL REINFURCEMENT
GENSTEEL
7
HC822
ALUM,
AS
RrQD,
REMOVABLE MULLION
PRECISION HARDWARE
0'.
FA3010
STEEL
AS-REQD.
EMA ANCHOR
GENSTEEL
*
9
SB453
AS
REQD.
SURFACE BOLT
IVES SH453
�2
zi.
10
FRI200
STEEL
AS
REOD.
0' x 12' 16 GA, FRAME REINF13RCEMENT
GENSTEEL
11
FAI040
STEEL
2
FLOOR ANCHOR 18 GA. (I-J' x I-J' x 4-j' LG)
GENSTEEL
12
HR2000
STEEL
4 PER LEAF
HINGE DUSTBOX
GENSTEEL
13
HRIO30
STEEL (10 GA.)
4 PER LEAF
HINGE REINFORCEMENT WELDED TO FRAME 13R DOOR
GENSTEEL
Z
-.2
a;a:
14
DR1700
STEEL
AS
REQD.
MORTISE LOCK EDGE REINFORCEMENT WELDED
GENSTEEL
0 �
4
15
FRI100
STEEL
AS
REQD.
ASA STRIKE BOX REINFORCEMENT
GENSTEEI-
Z
16
179-454
STEEL
4 PER LEAF
DOREX, HAGER #179-454-15 HINGE
STANLEY
2
17
FA3030
STEEL
AS
REOD.
MASONRY WIRE ANCHOR
0.173 DIA. Fv=60 ksl
w
w
STEEL
AS
REOD,
20GA. DUSTBOX
GENSTEEL
0
z 0
+11
I
PMK2005AT -V
ALUM.
I
THRESHOLD OPTION
PEMKO
0
20 —
----- zoo
I ALUM.
I PER LEAF
DOOR SWEEP
UNIQUE
g
21
AS1080
I STEEL
I
10GA. 2' FLAT ASTRAGAL W/ #12-14 x 7/8' SCREWS @ 12'
O.C.
GENSTEEL
W
gj
22
375CR
ALUM.
I
ASTRAGAL WITH SPONGE NEOPRENE W #6 .1' TEK SCREWS e
6' D.C.
PEMKO 375CR
23
PMK177A
ALUM.
I
THRESHOLD
PEMKO
24
VINYL.
1
VINYL CAP
25
FRI100M
STEEL
AS
REQD.
STRIKE DUST BOX
GENSTEEL
26
DR1700M
STEEL
AS
REOD.
SURFACE BOLT STRIKE REINFORCEMENT
GENSTEEL
27
DC1000 & DR1000
STEEL
AS
REQD.
CLOSER BOX REINFORCEMENT
GENSTEEL
28
CH3601
STEEL
2
DOOR END CHANNEL
GENSTEEL
29
STEEL
AS
REQD.
2' x 4 1/2' 10 GA. REINFORCEMENT
GENSTEEL
i
30
STEEL
AS
RECID.
2' x 6 3/4' 10 GA. REINFORCEMENT
GFNSTEEL
w
L
31
HONEYCOMB
AS
REOD.
INSIDE [IF DOOR PANEL
GENSTEEL
El
w 13
DN �BS
w
aj
z (n
F�FAC�
COMDUSLYM��
�Dwm�
0
z
w
a
22�UaE
wss.8
7RIPDA
C
CORNER FRAME CONSTRUCTION /2;
AD10-01
M., tl�E COUK�
I
I
a Improvement Hardware Door Hardware &Locks Door Viewers
TOGU TG2,814YG-AB Brass UL Listed 220-
gr 0�
r View r�
wl eav�
y �jj
nvacy
degree oor Viewer wi eavy
Cover fbr 1-3/8" to 2-1/6" Doors, Antique
Bronze Finish
by Togu
321 customer reviews
29 answered questions
for'peep hole"
Click Image to open expanded view
Price-. $7.99 & FREE Shipping
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Color Name; Antique Bronze
$7-99
$9,99
=100!5-99 �$99
1. Hlyhgallty optical tens with 220-degri
an .
ge o ers a crystal clear view with an ex
w(j e angle coverage. You can easi view t
surrounding area from the top of tt head
of someone standing outside. It offers the
screw
entire
the feet
< doors,
I
,er hole,
two
sides together and tighten by hand.
a 3.A solid, heavy duty viewer cover Increases your
privacy. With the cover In place, visitors outside
* 4. Fast Delivery with FIVE YEAR REPLACEMENT
WARRANTY, If you are not 100% satisfied with this
Door Viewer, we will replace It with a brand new one
for you for a period of up to 5 yearsl
* S.Tffls top quality door viewer is currently on a special
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1TcoL�, my & yard
7 Home Gift Guide
A179
2
descr Von'
Color Name:Antique Bronze
)ranch TOGU
Materlat:Solld Brass
FinistrAntique Bronze
Angle of view: 220 degrees
Top Diameterl-1/1 0 Inches (28mm)
Brass pipe Olimeter.5/9 inches(14mm)
Applicable Dogr Thickness: 1-3/8' to 2-1/6'(35mm-SSmm)
Y-. Have back cover
G. 4 layers Optical Glass Lenses
Package Included: 1x Door Viewer
Warranty Description : Limited Lifetime Replacement Warranty
Note:We also offer High Speed Steel Drill Bit for this door viewer.if you need to purchase It please kindly search for the ASIN-801 K4SO8FI
TOGU T62814YG-55 brass door viewer has a 220-degree viewing rangei and finishes of Satin Nicket, Satin Chrome, PoUshed Chrome, Antique
Bronze, Antique Copper, PVD Gold, Brushed Gold, Polished Black Nickel, Plating ORB Stack and Classicism Black are available. The viewer meeft
American National Standards Institute (ANSI) A156.16 specifications and Is UL fire rated for up to 1-1/2 hours, It can be Installed In a 9/16'
diameter hole In doors 1-3/8" to 2-116"(35mm.SSmm) thick.
Door viewers, also ca [led peepholes, consist of a lens and cylinder which Is Inserted Into a door, allowing a view outside. The amount of visibility
Is determined by the degree of the lens; the higher the number, the greater the visibility. TOGU door viewers A consist 4 layers of optical lens,
�blth offer you a 220-degree viewing range and crystal clear view.
TOGU Hardware Company Provides high quality and reasonable price household door hardware, kitchen hardware and bathroom hardware, we
sincerely hope that we could have the honor to contribute all our intelligence and effort to work together with you to make your home
comfortable, safe, relax and artistir-
Pr;duct information
Color NaMmAntique Bronze
Technical Details
FSA TO 2614 YG-AB
0.8 ounces
�.-3 x 143 —x2.3 Inc—hes
Deluxe
�intlque Bronze
Traditional
Antique Bronze
Copper
Much; ANSI A156.16
specifications and Is UL fire
rated for up to 1412 hours
No
Additional Information
SCOWUBViMOE
****i�r - 321 customer
ravlows
4.3 out of 5 stars
#14�= In Toole & Home
Improvement (See top 100)
#1 In Tools & Home
Improvement> Hardware: -
Door Hardware & Locks > Door
Vlawam
0.8 ounces f%flew shipping rates
Apr1129,2015
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& Hand Toots 1 Power Tool Parts & Accessories i Power
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sently bought together
Total prlce� $13.98
Parts & Accessories � Drill Bits ) Twist Drill Bits ) Jobber Drill Bits
Togu DB-02 5/80 (16mm) High Speed Steet Drill.
Bit
byTogu
30 customer reviews
For *peep hote dritt bir
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• i.CuttIng edge Is made of Top-ctass HS5 (High Speed
Steet).
• 2-Throu?h special heat treatment the cutting edge Is
sharp w th high Intensl
• 3.Good cutting effect ol�iierrous and non-ferrous metals,
be able to process stainless steel plates below 3mm
• A Annitrahla fn Thnif nn,in.� ... h,� k,,
NG/YG and TG 1612-3016 series.
S.H1qh precision, stable cutting, strong shock resistance,
i See more
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sh.p mw'
his item:Togu D"2 5/8" (1 6mm) High Speed Steel Drill Bit $S.99
!U TG2614YG-SN Brass UL Listed 220-degree Door Viewer With Heavy Duty Privacy Cover for 1-3/8" to... $7.99
�rad nmducts ralated to this Item
D.. I �fxl
. . . . . . . . . .
EXISTING MASONRY ANCHQR (EMA)
INTO CONCRETE WALL OR CMU
0
SILL DETAIL TH--%,
l* MIN.
EMBEDMENT
;�
X
APPRO4
X7'
OPtINING AppRox
EMA
W. 4
4 rM AX
IN
1[-.S
3 25'
A 0 MIN.
':I
:
3.12V MIN,
EDGE
I.:
EDGE
DISTANCE
DISTANCE
-;.125TMIN.
3..125" MIN.
EDGE
EDGE
DISTANCE
40
DISTANCE
. (C-90) 1/4- MAX MIN. 30OWel CON
BLOCK WALL/ 17YPICAL
00,37tr WTH V MIN. /00.375* NTH 20 MIN. EMBEOMEN
EMBEDMENT POWERS POWER POWERS POUR SOLT
BOLT, POWERS LOK SOLT AS POWERS LOX BOLT X"
OR HIL71 HLC-FPH SLEEVE ' HILTI HLC-FPH SLEEVE ANCHOR,
SLEEVE ANCHOR IN MA"RY/CMU SIMPSON STRONG TIE SLEEVE AM
ANCHOR IN CONCRETE
3/8 DiA
LOCK -IN EMA-U ANCHOR WELD -IN
SILL
0 PERIN -
Pemko 2005AT
WAR,
� OVIN I
0 L-1 =i I P-1 4 =1 WAIM
The GenStorm Series is designed and
built to resist the impact forces resulting
firom excessive windstorms in High Velocity
Hurricane Zones. This Series complies with
the rigid and strict criteria outlined inTAS 201
TAS 202, and TAS 203 test standards. Doors are
I Y4in. (45 mm) thick and are available in
16,18, and 20 gauge galvannealed steel.
General Specifications
• Door faces are flush and free of any
joints, welds or seams.
• Longitudinal door edges are interlocked
with mechanical seam and reinforced With
epoxy adhesive (seamless edge optional).
• Door edges are beveled 1/8" (3 mm)
in 2" (50 mm).
• Door hinge reinforcements are prepared
for standard weight 4 Y2x 4 �2 '
(114 mm x 114 mm) hinges which
can easily be converted to accommodate
heavyweight hinges.
Standard Lock Preparations
161 cylindrical lock assembly reinforcement with added barrel
support �rcjection welded to door edge, in accordance with
ANSI Al 15.2 requirements.
86 edge mortise lock preparation reinforcement box with Integrated
lock support, In accordance with ANSI Al 15.1 requirements.
Rim panic reinforcement box for surface mounted exit device
application.
Available Cores
e—s�Y�OxTW �skrT�00'4 Mm doe 3'4x7o
NOA012-021135 (±60PSF)
NOA#12-0223.32 (±65PSF)
NOA#11-0901.02 (165PSF)
El El 0
NOAOII-D901.02 (i65PSF)
For complete NCA details and specifications, contact out head office.
M��oz.v*.ro ..We34.r4
NOA#11-0907AI (±65PSF)
El
1:1
1:1
NOA#12-O2B33 (ISOPSF)
A � ofeaO NOA am aho be obtained on Marni Dade CountyWeltnite under Pnxiun ApptoeaL
Asa rev�lt of Gmteel's ongoiogqu�t fw1reWmement tedv�cal sped6catlons &m Mbject t0changoiefthoutrorce
NOA#12-0223.3i (18OPSF)
S-113 WARRANTY In sensteelmors wwvv.gensteeldoors.com
Gonsteel doom come with an nriv.1ld Head Office & Manufacturing Plant
10-year warranty against delammation. 4950 HIckmore, St Laurent� Quebec, Canada H4T IK6
ToR free. 1-866-GENSTEEL (436-7833)
Telephone; (514) 733-3562 Fa� (514) 733-1932
Manufacturing Plant Cornwall, Ontario
Trademarlbs of Gersteel Doom U.S. Manufaauring Plant: Plattsburgh, NY
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61 G20-3 - METHOD 1 OPTION D
FL 21382
Date: 10/19/2016
Detailed Product Description:
Manufacturer: GENSTEEL DOORS, INC.
Manufacturer Address: 4950 HICKMORE. ST LAURENT QUEBEC, CANADA. H4TIK6.
Model Name: SERIES 'G ENSTORM' FLUSH 4888 OUTSWING OPAQUE STEEL ENTRANCE DOOR
Maximum Frame Width: 52"(X), 99-7/8"(XX)
Maximum Frame Height: 98"(X, XX), 136"(O/X, O/XXI
Maximum Load: +80 PSF. -80 PSF (Large Missile Impact)
Installation Drawings # W16-17
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings for combination of span vs loads and anchor type.
Comparative analysis used _Yes X No
Mandatory Tests
(Tested in accordance with AAMA 101/i.S.2/NAFS-02/TAS-202)
1 f"T kodit
,1611-0411. 0,5
6Q
RY01
ASTM E283
Air Infiltration
Fenestration Testing
10/13/2009
FTL-5877
Julio E. Gonzalez, PE
Leakage
Labjnc
10/14/2010
FTL-6346
Jorge Causo, PE
03/04/2016
FTL-8743
Idalmls Ortega, PE
12/18/2013
FTL-7224
Idalmis Ortega, PE
ASTM E331
Water
Fenestration Testing
10/13/2009
FTL-5877
Julio E. Gonzalez, PE
OR ASTM 547
Penetration
Lab, Inc
10/14/2010
FTL-6346
Jorge Causo, PE
& TAS 202
03/04/2016
FTL-8743
Idalmis Ortega, PE
12/18/2013
FTL-7224
Idalmis Ortega, PE
ASTM E330
Uniform Static
Fenestration Testing
10/13/2009
FTL-5877
Julio E. Gonzalez, PE
& TAS 202
Air Press.
Lab, Inc
09/14/2009
FFL-5898
Julio E. Gonzalez, PE
03/04/2016
FTL-8743
dalmis Ortega, PE
12/18/2013
FTL-7224
Idalmis Ortega,
AAMA 1304
Forced Entry
Fenestration Testing
10/13/2009
FTL-5877
Julio E. Gonzalez, PE
Lab, Inc
03j04/2016
FTL-8743
Idalmis Ortega, PE
12/18/2013
FTL-7224
Idalmis Ortega, PE
9360 Sunset Drive, Suite 220 1 Miami, FIL 33174 1 T: 305.264.8100 1 F: 30S.262.6979 I www.afceng.com I alfarooci(a)afceng.com
Supplemental Tests (Tested in accordance with TAS-201 and TAS-203)
I'M AN
IDA
FBC 1626.2
Large Missile
Fenestration Testing
10/13/2009
FTL-5877
Julio E. Gonzalez, PE
(TAS 261 &
Impact &
Lab, Inc
09/14/2009
FTL-5898
Julio E. Gonzalez, PE
203)
Cyclic
03/04/2016
FTL-8743
Idalmis Ortega, PE
12/18/2013
FTL-7224
Idalmis Ortega, PE
Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the
above product conforms to the requirements of the 2014 Florida Building
Code.
6aluation Report Engineer:
.......... ...
Javad Ahmad PE # 70592
.......... U....
AI-Farocq Corporation EB #3538
11 Sealed 10121/16
S0,VAGemtae1 Doo(, I i6,16-0111-GPnstgriv, Rush 0SOleaque Steel (Livi!) - N0A\FlorljdaAuproval Vpload\Genstorn OpaqueOS Steel Deer
(LPAI) PAE 2014.drx
9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 �w.afcengxom I alfarooci(@afceng.com
Norilia Building Code Online
519118, 5:29 AM
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Product Approval Menu > ProductorAutilication Search> ApnIlcation List> Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL5444-RI3
Revision
2017
Approved
CertainTeed Corporation -Roofing
20 Moo 0
Malvern, PA 19355
(610) 893-5400
mark.d.harner@saint-gobain.com
Mark Harrier
mark.d.harner@saint-gobain.com
Mark D. Harrier
18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark.D.Harner@saint-gobain.com
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Handcopy Received
Robert Nleminen
PE-59166
UL LLC
03/09/2020
John W. Knezevich, PE
DW Validation Checklist - Handcopy Received
11-munatexcomaj U-JoINE8191 newim lavellpffmi
Standard Year
ASTM D3161 2016
ASTM D3462 2010
https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtahlg07CSsoycOrl2SCcpCHZle8qwTPdZ3UO*/*2fWg2NQoQ%3d%3d Page 1 of 2
Flq�lrlda Building C.ode Online
ASTM D7158
2011
2/16118, 9:54 Al
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09107/2017
Date Validated 09/12/2017
Date Pending FBC Approval 09/15/2017
Date Approved 12/12/2017
Date Revised 01/24/2018
Summary of Products
I
Model, Number or Name
Description
�talnTeed Asphalt Roof Shingles
Q�r
3-tab, 4-tab, strip (no -cut-outs), laminated andFirchit =,.
ectural
asphalt roof shingles L — — — — --
<imits Of use
Installation Instructions
Approved for use in HVHZ�: �No
FL5444 R12 11 2017 09 FINAL ER CERTATNTEED ASPHALT
SHINGLES ELaAALR12,Qff
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen, PE PE-59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other; Refer to ER Section 5 for Limits of Use
Evaluation Reports
FL5444 R12 AF 2Q.JZ_Q2_ELU&L_FB CERTAINTEED ASPHA
SHINGLES FL5444-RI2.pd
Created by Independent Third Party: Yes
ED K;�
Contact Us:: 2601 Plant stone Road, Talrahassee FL 32399 Phorus 850-487-1824
rhe state of Honda Is an AAJEEO employer. Copyright 2007-200 State of Florida. :; Privacy statement :: ACCesSell1tv Statemen :: Refultil statement
Under norida law, email addresses are public records. If you do not want your e-mail address released In response to a pubfic-recards 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(l), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparlonent 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 Departiment with an email address which on be made available W the public. To determine If you am a licensee under Cha oter 45S, F. S.,
please dick brjp_.
Product Approval Accepts:
M 0 FOR 99.8 -
Cre,4t Card
stifle
https:llfloridabuilding.org/pr/pr_app_dti.aspx?param-wGEVXQwtDqtahlgO7CSsoVcOrl28CcpCmSjQJS30sk4S7sliNdlwNg%3d%3d Page 2 of 2
TRINFrYIERD
i
EVALUATION REPORT
CertainTeed Corporation
20 Moores Road
Malvern, PA 1935S
(610) 651-5847
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
0XFCIRD,CT 06478
(203) 262-9245
Evaluation Report 3532.09.05-RI3
FL5444-RI2
Date of Issuance: 09/22/2005
Revision 13: 09/05/2017
SCOPE:
This Evaluation Report is issued under Rule 61(320-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code - 2 �au IffRto �," �clume. The products described
z or
herein have been evaluated for compliance with r61h Erdrition (2017) Florida Building Code 4ections noted herein.
Asphalt Roof
LABELING: Labeling shall be in acco a ce with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1 / R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 12.
Prepared by:
OF F
Robert J.M. Nierninen, P.E.
0'. 1
Florida Registration No. 59166, Florida DC4 ANE1983
.4 'V M. f..I.h ... I �s a�hoflzed by Ao�n Nleminen,
ai
P.EonW/0512017. �4d�snolsemeasanelectm�llyskea�
CERTIFICAnON OF INDUENDENCE:
1. TrinityIERD does not have, nor does it intend. to acquire or wifll it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity[ ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being Issued.
4. Robert Nienninen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nienninen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
J TRINITY i ERD
I
ROOFING SYSTEms EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertaInTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 6 Ih Edition (2017) Florida Building Code and 6h Edition
(2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
3. REFERENCES:
Knifty
Examination
Reference
Date
UL (TST 1740)
ASTM D3161
94NK9632
05/15/1998
UL (TST 1740)
ASTM D3161
99NK26506
11/23/1999
UL (TST 1740)
ASTM D3161
03CA12702
05/27/2003
UL (TST 17401
ASTM D3161
03CA12702
06/16/2003
LIL (TST 1740)
ASTM D3161
03NK29847
10/03/2003
LIL (TST 17401
ASTM D3161
04CA11329
05/24/2OG4
UL (TST 1740)
ASTIVI D3161
04CA32986
12/03/2004
UL (TST 1740)
ASTM D3161
05NK07049
04/15/2005
UL (TST 17401
ASTIVI D3161
OSNK16778
05/12/2005
UL (TST 1740)
ASTIVI D3161
05CA16778
05/12/2005
LIL (TST 1740)
ASTIVI D3161
05NK14836
05/22/2005
UL ITST 1740)
ASTM D3161
OSNK22800
06/22/2005
LIL (TST 1740)
ASTM D3462
R684
09/21/2005
LIL (TST 1740)
ASTM D7158
05NK08037
06/28/2006
UL (TST 1740)
ASTIVI D3161 & D3462
09CA28873
07/2312009
UL (TST 1740)
ASTM D3462
IOCA41303
10/07/2010
UL (TST 1740)
ASTM D3161
IOCA41303
10/08/2010
UL (TST 1740)
ASTIVI D7158
IOCA41303
10/27/2010
UL (TST 1740)
ASTM D3161 & D3462
10CA44960
11/11/2010
UL LLC (TST 9628)
ASTIVI D3161, D3462 & D7158
13CA32897
11/21/2013
UL LLC (TST 9628)
ASTIVI D3161,D3462
TFWZ.R684
04/22/2014
UL LLC (TST 9628)
ASTIVI D71SS
TGAH.R684
04/22/2014
UL U-C (TST 9628)
ASTM D3161 & D3462
4786334434
09/16/2014
UL LLC (TST 9628)
ASTM D3161 & D3462
478GS70826
02/12/2015
LIL U-C (TST 9628)
ASTM D3161, D3462 & D7158
4786570717
12/16/2015
UL LLC (TST 9628)
ASTIVII D3161 & D3462
4787195678
02/09/2016
UL ULC (TST 9628)
ASTIVI 03161, D3462 & D7158
4787380356
10/26/2016
UL LLC (TST 9628)
ASTM D3462
4787380357
10/13/2016
UL LLC (TST 9628)
ASTM 07158
4787380357
11108/2016
UL LLC (TST 9628)
ASTM D3161
4787380357
11/09/2016
UL LLC (TST 9628)
ASTIVI D3161, D3462 & D7158
4787586427
01/25/2017
UL LLC (QUA 9625)
Quality Control
Service Confirmation
Exp. 03/09/2020
Exterior Research and Design, U.C. Evaluation Report 3532.09.05-RI3
Certifinate ofAuthorization 0503 6'" EDITION (2 .017) FBC MON-HVHZ EVALUATION FL5444-HI2
CertainTeed Asphalt Roof Shingles; (610) 6SI-5847 Revision 13: 09/05/2017
Page 2 of 12
TRINI-M ERD
i
4. PRODucT DESCRIPTION:
4.1 CT20'", XT" 25, XT� 30 and XTom 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.2 Arcadiam, BelmontO, BelmontO IR, Carriage House ShangleO, Grand Manor Shanglee, Landmark",
Landmark' JR, LandmarkTm Pro, LandmarkTm Premium, Lancfimark� TL, Lanchmarky� Solaris and
Landmark T� SolarlS IR are fiberglass reinforced, laminated asphalt roof shingles.
4.3 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.4 Presidential Shake", Presidential Shake' IR, Presidential Shake TLzu and Presidential Solarislm are
fiberglass reinforced, architectural asphalt roof shingles.
4.5 Hatteras�, Highland Slate' and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles.
-4.6 PatrIOtTM is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge?", Shadow Ridge', Cedar Crest�, Cedar
Crest'o IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen,' P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is ' not for use within FSC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
.�,Directory for fire ratings of this product.
All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASW
D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones
UP to V.,d = 150 mph (Vul, = 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating. —
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge
and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class
F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic INIP I adhesive or
Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
instructions, for use in wind zones UP to V�,d = 150 mph (11.1, = 194 mph).
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solarism) exceeds the calculated
uplift force (FT) at a maximum design wind speed Of V.,d = 150 Mph Waft = 194 mph) for residential
buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean
roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these
conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local
jurisdiction, which shall take precedence.
S.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20-
3.
Exterior Research and Design; U.C. Evaluation Report 3532.09.05-RI3
certificate of Authorization #9503 6' EDITION (2017) FBC NON-HV"Z EVALUATION FL5444-RIZ
CertainTeed Asphalt Roof Shingles; (6101651-5847 Revision 13: 09/05/2017
Page 3 of 12
I ;
I lq
RINITYIERD
I
STEEP SLOPE
Use six imils an([ latirspois of aspbift rooling cement for evcryf(ill LANDMARK TL
Fe --9WFeF0F1A-Sj1aTt -roZin-g cem-e-ni 'st-ouTinIcel - I
ASTM D4596 Type IIA pIV V spols of aspliall roofing cement wide
P .
ench comer andataboul I'V to 13" In from cach ed — W/2" 13"" 131/2'"
ge (343 mm) (330 irm) (343 mm)
METRIC DIMENSIONS L-1125min) 1125 mrn)-
(305 mm) 1 (375. mm) 1 (305 mm)
. M040MV11 I .
figure 13 -5: Use six naas andfo ur spo is qj
xpbdt Fooflug a"MI on S4,ep S/Opa
SILLP 12' 14-1144 12'
(:�rrnrl)
Nailing areas for steep slopes (greater than 21:12)
and "Storrri-NoIllng"
Nall between lower 2 rall loss as shown above.
6.8.1 Hip & Ridge for Landmark7m. Landmark'" IR Landrinark'� Pro, Landmarlir" Premium, Landmarkm TL,
Lanclnnark'� Solaris. Landmarklm Solaris IR, NorthGate.
6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory
12, 97T
— 67 1 G.—
(ISOMM) 1 (150mm!
Icentering
124
J-T
NatchesfOIA11,1nell 10
iIiId"s "61
Lthe LTop E�dgd of the Prev".0. r
P 'ime (180n
Cap forY(125mm) Exposure —t
English Dimension
Shadow Ridge' -
Exterior Research and Design, I.I.C.
Centiftwr� f A.th.lkwi. #9503 6' EDITION (ZO171 FBC NON-HVHZ EVALUATION
CenainTeed Asphalt Roof Shingles; (610) 6SI-5847
-41511 4151IT-
(125mm) (125mm)
I
1/4' / —T
Imaj -a I tor Allip, -t, 7SA'
La the Pa
Lth, Cp5EJ'doe 1"s
Plats a. I"I em, (196mm)
(iJ4
MetilcUmension
Shadow Ridge'"
Evaluation Report 353Z.09.05-RI3
FL5444-RIZ
Revision 13: 09/OS/2017
Page 8 of 1Z
.,,J TRINITY, ERD
I
9
4..Isq 6' it 25 MM)
13 1/8"
Mv Notch
333 mm)
SM " We
68 MM) (168 MM)
1319 —
Aligathen
i
Con larIng
of -has to top,
13 IW Notch
�nt)
edlia of (194m.ml
PrNouscoutse
L
(337
�Align the/ 7 518'
notches to top (194 mm)
t = tunse.
P �
NorthGate Ridge
NorthGate Accessory
'Lay,aig Notch
I
PE,
I
I
Eves'M
Figure 13.20.- Else 4�4qgfiokr&& to tonkrsbin& on kipsand
ndgor� and to 1OW10 I& Correct Mwin,
6.8.1.2 For ASTM D3161, Class F performance
use BASF "Sonolastic" N PITM" adhesive or Henkel "PLO
Polyurethane Roof &-Flashing Sealant", in accordance with CertainTeed requirements.
6.8.1.3 Option 2: Refer to instructions herein for Cedar CrestT", Cedar Crest1m IR hip and ridge shingles.
Exterior Research and Design, U.0 Evaluation Report 3532.09.05-1113
Ca,tiflcet. f A.th.,ketio. #9503 6'" EDITION (2017) FBC NON-tiVHZ EVALUATION FL5444-RI2
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017
Page 9 of 12
Flort'da Building Code Online
5/9/18, 3:41 Am
R iida
Product Approval
r is USER: Public User
d'
& =
ProduCt Aonroyal Menu � PrOduCt 0, Application Search > Apl)lkatiOA List > Application Detail
FL. #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
FL119158-114
Revision
2017
Approved
N
Eastern Metal Supply
4263 Westroads Drive
West Palm Beach, FL 33407
(800) 432-2204
lrodriguez@eastemmetal.com
Bill Feeley
lrodriguez@easternmetal.com
Shutters
Storm Panels
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Handcopy Received
Walter A. "I'llift, Jr.
PE-44167
National Accreditation and Management Institute
12/31/2018
John Henry Kampmann Jr.
,7, Validation Checklist - Hardcopy Received
Certificate of Independence FL11968 R4 CCI EASTERN METAL SUPPL—Y. INC. DRAWING 17-
CERTIFICATION OF INDEPENDENCE, POE
FL11968 R4 CQI EASTERN METAL SUPPLY, INC. DRAWING 17-
095 CERTICATION OF INDEPENDENCE.PDF
FL1 1968 R4 CQLEASTERN MErAL SUPPL)� INC, EA
CERTIFICATION OF INDEPENDENCE. POE
FL11968 R4 COI EASTERN ME-FAL SUPPMc INC, DRAWING 17-
094 CERTIFICATION OF INDEPENDENCF.nrlf
https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDqsxYleb4opODf7EcLXl ecJx4yFEE18fMCsutul tDWU4Tg%3d%3d Page 1 of 3
Florida Building Code Online
5/9118, 3:41 AM
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Standard Yea
ASTM E330 2002
SSTD12-99 1999
Method 1 Option D
09/20/2017
10/28/2017
10/29/2017
12/12/2017
Summary of Products
FIL #
Model, Number or Name
Description
11968.1
0.040" Bertha Aluminum Storm
Corrugated aluminum storm panels retained or not by tracks
Panel (2.25" Deep)- Non-HVHZ -
to provide hurricane protection.
Drawing Number 17-094
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL1196 114 11 EASTERN METAL SUPPLY2c INC. DRAWING
17-094 0.040 BERTHA ALUMINUM STORM PANEL.pd
Approved for use outside HVHZ: Yes
Verified By: American Test Lab of South Florida Inc.
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f.
Evaluation Reports
and 4'-0" for +125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A,
FL1196 _R4 AE EASTERN METAL SUPPLY2c INC, DRAWING
17-094 PRODUCT EVALUATION REPORTpd
9 and 11. See sheet 10 of installation drawing for other spans
and pressures. Valid only for wind zones 1,2 & 3 as defined by
Created by Independent Third Party: Yes
ASTM E-1996.
11968.2
0.050" Bertha Aluminum Storm
Corrugated aluminum storm panels retained or not by tracks
Panel (2.25" Deep)- Non-HVHZ -
to provide hurricane protection.
Drawing Number 17-096
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI 1968 R4 11 EASTERN METAL SUPPLL INC. DRAWING 17-
096 0.050 BERTHA ALUMINUM STORN PANEL.PDF
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: American Test Lab of South Florida Inc..
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Large Missile. Max. span Is 12'-11" for +30, -30 p.s.f.
Evaluation Reports
and 8'-2" for +75, -80 p.s.f. for mountings without "In" header.
FL11968 R4 AE EASTERN METAL SUPPLY. INC, DRAWING
See sheet 5 of Installation drawing for other spans and
17-096 PRODUCT OF EVALUATION REPORTPD
pressures. Valid only for wind zones 1,2 & 3 as defined by
Created by Independent Third Party: Yes
ASTM E-1996.
1 1
11968.3
24 Gage Galvanized Bertha Steel
corrugated galvanized steel storm panels retained or not by
Storm Panel (2.25" Deep)- Non-
tracks to provide hurricane protection.
HVHZ - Drawing Number 17-095
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI 1968 R4 11 EASTERN METAL SUPPLY, INC. DRAWING 17-
095 24 GAGE GALVANIZE BERTHA STEEL STORM PANFL.PD
Approved for use outside HVHZ: Yes
Verified By: American Test Lab of South Florida Inc.
Impact Resistant: Yes
https:llfloridabuilding.org/prfpr�_app_dti.aspx?param-wGEVXQwtDqsxYleb4opODf7EcLXlecJx4yFEE18fMCsutultDWU4Tg%3d%3d Page 2 of 3
Florih Building Code Online
519/18, 3:41 AM
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Large Missile. Max. span Is 9'-8" for +30, -40 p.s.f.
Evaluation Reports
and 7'-2" for +70, -80 p.s.f. for panels mounted without "H"
FI-I 1968 R4 AE EASTERN METAL SUPPLY, INC, DRAWING
17-095 PRODUCT EVALUATION REPORT.PD
header. See sheet 4 of Installation drawing for other spans and
pressures.Valid only for wind zones 1,2 & 3 as defined by
Created by Independent Third Party: Yes
ASTM E-1996.
11968.4
Clear Bertha Storm Panels (2 1/4") -
corrugated polycarbonate storm panels retained or not by
Drawing Number 17-098
tracks to provide hurricane protection.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLI 1968 R4 II EASTERN METAL SUPPLY, INC, DRAWING 17-
M CLEAR BERTHA STORM PANEL 2.25.PDF
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Verified By: American Test Lab of South Florida Inc.
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Large Missile. Max/ span is 10'-0" for +28, -28 p.s.f.
Evaluation Reports
A.S.D. and 4'-0" for +105, -110 p.s.f. A.S.D desgin load. See
FL11968 R4 AF EASTERN METAL SUPPLY, INC, DRAWING
17-098 PRODUCT OF EVALUATION REPQRTPDE
sheet 3 of Installation drawings for other spans and pressures.
Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996.
Created by Independent Third Party: Yes
Ed EE
Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone, 850487-1824
The scale or Florida Is an AAJEEO employer. Coovdaht 2007-2013 Statn of Honda, :: Myacv Statement :: Accessibility Statemen :; Refund statement
Under Florida law, email addresses am public records. If you do not want your e-mall address released In response W a publlc-mcords request, do not send electronic
mail to this entity. Instead, contact the crate by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section
455.275(l), Flodda Statutrn;, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departrnent with an email address If they have
one. The emits provided may be used for official communication with the ficansee. However email addresses am public record. If yom do net wish to supply a personal
address, please provide the Department with an email address which can be made available W the Public. To detennine If you am a licensee under Chapter 455, F.S.,
please click bgrg,
Product Approval Accepts:
M W F991 M E
https:llfloridabuilding.org/pr/p�_app-dti.aspx?param-WGEVXQWtDqsxY[eb4opODf7EcLXlecJx4yFEE18fMCsutultDWU4Tg%3d`/`3d Page 3 of 3
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
CertaInTeed Corporation
20 Moores Road
Malvern, -PA 19355
(610) 651-5847
Evaluation Report 3532.09.05-1114
FL5444-R13
Date of Issuance: 09/22/2005
Revision 14: 01/24/2018
SCOPE:
This Evaldation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nleminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 6'h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roof Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1 / R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOJetc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building official.
This Evaluation Report consists of pages 1 through 13.
Prepared by:
Robert J66. �Ieminen*, P.E.
Florida Registration No. S9166, Florida DC4 ANE1983
The fatsinfile seat appearing was authorized by Robert
Nierninen, P.E. an 01/24/2018. This does nc;t senre as an
eledronimily signed document
CERTIFICATION OF INDEPENDENCE:
1. NEMO I etc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products It evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEM01 etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
(ONEMOletc.
ROOFING SYSTEms EVALUATION:
SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertaInTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 6 th Edition (2017) Florida Building Code and 6h Edition
(2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Propert
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
150.7.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
3. REFERENCES:
Entity
Examination
Reference
Date
UL (TST 1740)
ASTM D3161
94NK9632
05/15/1998
UL (TST 1740)
ASTM D3161
99NK26506
11/23/1999
UL (TST 1740)
ASTM D3161
03CA12702
05/27/2003
U L (TST 1740)
ASTM D3161
03CA12702
06/16/2003
UL (TST 1740)
ASTIVI D3161
03NK29847
10/03/2003
UL (TST 1740)
ASTM D3161
04CA11329
05/24/2004
UL (TST 1740)
ASTM D3161
04CA32986
12/03/2004
UL (TST 1740)
ASTIVI D3161
05NK07049
04/15/2005
UL (TST 1740)
ASTM D3161
05NK16778
05/12/2005
UL (TST 1740)
ASTM D3161
OSCA16778
05/12/2005
UL (TST 1740)
ASTIVI D3161
05NK14836
05/22/2005
U L (TST 1740)
ASTM D3161
05NK22800
06/22/2005
UL (TST 1740)
ASTM D3462
R684
09/21/2005
UL (TST 1740)
ASTM D7158
05NK08037
06/28/2006
UL (TST 1740)
ASTM D3161 & D3462
09CA28873
07/23/2009
UL (TST 1740)
ASTM D3462
10CA41303
10/07/2010
UL (TST 1740)
ASTM D3161
10CA41303
10/08/2010
UL (TST 1740)
ASTM D7158
10CA41303
10/27/2010
UL (TST 1740)
ASTM D3161 & D3462
10CA44960
11/11/2010
UL LLC (TST 9628)
ASTIVI D3161, D3462 & D7158
13CA32897
11/21/2013
UL LLC (TST 9628)
ASTIVI D3161,D3462
TFWZ.R684
04/22/2014
UL LLC (TST 9628)
ASTIVI D7158
TGAH.R684
04/22/2014
UL LLC (TST 9628)
ASTM D3161 & D3462
4786334434
09/16/2014
UL LLC (TST 9628)
ASTM D3161 & D3462
4786570826
02/12/2015
UL LLC (TST 9628)
ASTM D3161, D3462 & D7158
4786570717
12/16/2015
UL LLC (TST 9628)
ASTIV D3161 & D3462
4787195678
02/09/2016
UL LLC (TST 9628)
ASTM D3161, D3462 & D7158
4787380356
10/26/2016
UL LLC (TST 9628)
ASTIVI D3462
4787380357
10/13/2016
UL U-C (TST 9628)
ASTM D7158
4787380357
11/08/2016
UL LLC (TST 9628)
ASTIVI D3161
4787380357
11/09/2016
UL LLC (TST 9628)
ASTM D3161, D3462 & D7158
4787586427
01/25/2017
UL LLC (TST 9628)
ASTIVI D3161 & D3462
4788042412
11/15/2017
UL LLC (QUA 9625)
Quality Control
Service Confirmation
Exp.03/09/2020
NEMO ETC, LLC Evaluation Report 3532.09.05-R141
Cenificate ofAuthortzation #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI3
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018
Page 2 of n
O'NEMOJetc.
4. PRODucT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 CT207m, XTm 25, Xrn� 30 and XT� 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Arcadia", Belmontg, BelmontO IR, Carriage House ShangleO, Grand Manor ShangleO, Landmark',
Landmarklm IR, Lanclmarkn� Pro, Landmark� Premium, Landmarkm TL, LandmarkTm Solaris and
LandmarkTm Solaris IR are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 NorthGate' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.1.4 Presidential Shake�, Presidential Shake'm III, Presidential Shake TLm and Presidential SOIa(1STm are
fiberglass reinforced, architectural asphalt roof shingles.
4.1.5 HatteraSTm, Highland SlateTm and Highland Slate TM IR are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.6 Patriot� is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.2 Hip & Ridge Shingles:
4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'm, Shadow Ridgqem, Cedar Crest�, Cedar
Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.3 Accessory Starter Strips:
4.3.1 SwiftStartO Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4"
yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle.
4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOJetc. nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables IS07.2.7.1 and R905.2.6.1 to ASTM
D3161, Class F and/or ASTIVI D7158, Class H, indicating the shingles are acceptable for us in all wind zones
UP to Va,d = 150 mph (V,lt = 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate
Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM
D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP I
adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's
application instructions, for use in wind zones UP to Va,d = 150 mph (VI, = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 SwiftStartO Starter Shingle has been evaluated in accordance with ASTIM D3161, Class F. Refer to Section 6
for installation requirements to meet this wind rating.
5.4.4 Classification by ASTM D7158 applies to exposure category 8 or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
NEMO ETC, LLC Evaluation Report 3532.09.05-1114
Certftate of Authorization #32455 lin' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-1113
CertaInTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 3 of 13
ONEMOletc.
5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated
uplift force (FT) at a maximum design wind speed Of V.1d = 150 mph (V,I, = 194 mph) for residential
buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean
roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these
conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum
requirements, subject to minimum codified fastening requirements established within any local
jurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections IS07.2.3, 1507.2.4 or
R905.2.3.
6.2 Installation of asphalt shingles shall comply with the' CertainTeed Corporation current published
instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions.
6.4 SWIFTSTARTO STARTER SHINGLE:
Fastening: Use four nails, located as shown below
Milli 11,1111110" ismill! vwc-raw .�Mww 'am
NIEM0 ErC, LLC Evaluation Report 3532.09.05-1114
Certificate of Authorization #32455 e EDITION (2017) FBC NON-HVHZ EVALUATION F15444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018
Page 4 of 13
6.5.1
6.5.1.1
MUM
i"t"
ON EMO I etc.
. soAlnos�
ta bllstm
Hip & Ridge for CT20TM. XT- 25, xrm Ao, xrm 30 IR: Cut Shingles
40,10
hq
5 T IF
fw9i"14,25 ofew 4nato
For ASTM D3161, Class F performance use BASF "SonalasticO N131""' adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
LOW AND STANDARD SLOPE
Use SU nalls; for every full shingle located as shown bdosv.
Figom 2, Use six wikfor ovenfullsbingle.
Use SIX nalls; and FOUR spots of asphaftwofing cenient for every fall
shingle as shown below. Apply asphalt roolkilt cement 1"(25 Into)
Item edge of Aftigle. Asphalt reefing ceaneut ineeting ASM4 D 4586
Ty
ype U is suggestd.
0 0
Figure 3: Use six wits aidfour spots of supbalt
M
tflag cer"ont on sterepslopes.
NEMO ETC, LLC Evaluation Report 353LO9.05-R14
Genificate of Authorisation #32455 C" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13
certainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018
Page S of 33
(0"NEMOletc.
6.6.1 Hip & Ridge for Arcadla�: Cedar Crest', Cedar Crest� IR
Use two (2), minimum 1%-Inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum
%-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.
For ASTIVI D3161, Class F performance use BASF "Sonolastic" N131'" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal
Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the
top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab
sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or
PL adhesive between the shingle layers.
NEMO ETC, LLC
Certificate of Authorization #32455
Low and Standard Slope
(2:12 to 21:12):
Use FIVE nails for every full Belmont shingle,
located as shown below.
Hand-seallngladhesive
1W 1 44
3/4"
Dab of asphalt
cement between
shingle layers
Steep Slope (greater than 21:12):
Use SEVEN nails and EIGHT spots of
asphalt roofing cement" for every full
Belmont shingle. Apply asphalt roofing
cement I" (25mm) from edge of shingle.
See below -Asphalt roofing cement meeting
ASTM D4586 Type 11 is suggested.
Evaluation Report 3532.09.05-RI4
0 EDITION (2017) FIC NON-HVHZ EVALUATION FLS444-R13
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 02/Z4/2018
Page 6 of 13
6.7.1
6.7.1.1
6.7.1.2
6.7.1.3
6.8.1
(14NEM01 etc.
Hip & Ridge for BelmoLitIs or BelmontO IR:
Option 1: For BelmontO, refer to instructions herein for Cedar Cfest� or Cedar Crest� IR hip and ridge
shingles. For BelmontO IR, refer to instructions herein for Cedar CreStTM IR hip and ridge shingles.
Option 2: For BelmontO: ShangleO Ridge I
For ASTM D3161, Class F performance use BASF "Sonolastic" NPI'm" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertalnTeed requirements.
if 60�4�004
Irm-hVia ft�kj�r every, ruft.404io,
Hip & Ridge for Carriage House ShangleO and Grand Manor Shangle: Refer to instructions herein for
Shangle'a Ridge hip and ridge shingles
NEMO ETC, LUC Evaluation Report 3532.09.05-1114
Certy7onte ofXutharization #32455 6 TH EDITION (2017) F8C NON-HVHZ EVALUATION FL5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018
Page 7 of 13
,M#6*400
NorthGate:
Ir 14 W Ir
On M) �1, (3?Smm) ----J, (30sovn)
(26 mm)
Ratitil dopos (hm 2121o2112)
Nd bWm sW& lowlises a them aW�
irk, srmi as 4qd &u r s T,
. 0-40060(mASO
V fin toontit", 006 meet
, it
�11. 11 1
AETWIMMSIOW
UNDmAwn.
N EMO I etc.
NEMO ETC, LLC Evaluation Report 3532.09.05-1114
Certificate of Authorization #32455 6m EDITION (2017) FBC NON-HVHZ EVALUATION FI.5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 8 of 13
STEEP
SLOPE
NAILING
AREA I
FMONO
m
Im
n1l
NorthGate:
12, 14-3140 12"
ONEMOI etc.
Nalling areas for steep slopes (greiter than 21:12)
and "Stom-NailinqO
Nail bebween lower 2 nad Ines as shoo above.
6.9.1 Hip & Ridge for Landmark"', Landmark'" IR LandmarkTO Pro, Landmarkm Premium, ndmark TM TL,
Landmark TM Solaris, LandmarkTm Solaris 111, ZthGate:
6.9.1.1 Option 1: Shadow RidgeTm or NothGate Accessory
6911sholmenslon
Shadow Ridgelm
Cwthl" moth
-T (337 mm)
7W
(104 and.
m1ous mo
NorthGate Ridge
NEMO ETC, LLC
Certificate of Authorization #32455 e EDITION (2017) FBC NON-HVHZ EVALUATION
CertainTeed Asphalt Roof Shingles; (610) 651-5847
M0,410 PRAQ03joil
Shadow Ridge�
131/8"
cantering
13114. Notch #'-
(337 Mot) '*."Angn th.s6l
notches to top 7&W
ed, (194mm)
P .01.0lurm. ,
NorthGate Accessory
Evaluation Report 3532.09.05-1114
IFILS444-1113
Revision 14:01/24/2018
Page 9 of 13
0", NEMO I etc.
6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic@ NPI'-" adhesive or Henkel 'PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar CrestTm IR hip and ridge shingles.
, 11130 W-
abovetab
6.10.1 Hip & Ridge for Presidential Shake'0, Presidential Shake TM IR, Presidential Shake TU"'. Presidential
SolarjSTM:
6.iO.1.1 Option 1 Presidential Accessory
'Aih4W6Jg&
`01�r 4- 1W
6.10.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NPIm" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
NEMO ETC, ULC Evaluation Report 3532.09.05-R14
Certiftate of Authorization #32455 e EDITION (2017) FBC NON-HVHZ EVALUATION 1`15444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 10 of 13
6.10.1.3
6.11.1
6.11.1.1
0NEMOletc.
Option 2 Refer to instructions herein for Cedar CreStTM 'Cedar Crest� IR hip and ridge shingles.
Itstter-4 �6
... maliw
Hip & Ridge for Hatterys�:
Option 1: Accessory for Hatteras
6.11.1.2 Option 2: Cut Hatteras Shingles
NP
$ A-1a)
/ojMkPWWGa* AQW84j"i 4"kVIV
6.11.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO N PITM" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements.
NEMO ETC, LLC Evaluation Report 3532.09.05-RI4
Ceftiflcate of Authotkation #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION FI-5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/ZOIS
Page 11 of 13
I 10000W
IR"NEMOletc.
WYM
shidgibs
to YA4
6.12.1 Hip & Ridge for Highland Slate'm, Highland Slatem IR: Refer to instructions herein for Cedar Crestm, Cedar
Cresfm IR or Shangle Ridge Tm hip and ridge shingles.
LOW AND STANDARD SLOPE
Use FOLR wails for every full Shingle Loaded as shown below.
64% -n -, — — — """ — ---
els-) !
(156M)
Ti-- pingm -1— a-m -1
IMW)
Use FOUR nails and fourspons of asphalt roofing cennan for emry full
shingle a shounn below Asphalt rooling corneat meeting ASrM D4586
Type 11 is suggested Apply 1 v(25 one) spots of asidualt ranting
CeTH!RL 0 ShOWn.
CAUROIN: lbicessive use of reeling cernent ran cause shingles to blister.
T
I— V)r --i— AMN, -11— UIN --1
p2all Pm"*
6.13.1 Hip & Ridge for Patriot'm: Refer to instructions herein for Cedar CresVm, Cedar CreStTM IR, Shadow Ridgelm,
NorthGate or Shangle Ridgem hip and ridge shingles.
LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers sh all indicate compliance with one of the required classifications detailed in FBC Table
1507.2.7.1 / R905.2.6.1.
NEMO ErC, LLC Evaluation Report 3532.09.05-R14
certificate OfAutharizatlon #32455 6' EDITION (ZO17) FFIC NON-HVHZ EVALUATION F1.5444-1113
CertaInTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018
Page 12 of 13
r�
ON EMO I etc.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this
product.
9. MANUFAcrURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA
requirements.
10. QUALiTyAssURANCEENnTy:
UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 353Z.09.05-R14
certificate ofAuthorization #324SS Gn' EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R13
CertainTeed Asphalt RoofShingles; (610) 651-5947 Revision 14:01/24/2018
Page 13 of 13
Florida Building Code Online
5/9118, 3:39 AM
M"�
All"
22=W
BCIS Home Log In User Registration Hot Top]. S.1ennit Suncharge stats & Facts P.blicatims FBC Staff 3CIS Site Map I Unks 1 search
da
Product Approval
USER: Public User
,b`dprao
Product Approval Menu � PlodUCt or Application
Search AnDfiCabon List > Applicaition Detall
FL #
FL2568
Application Type
New
Code Version
17
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emal
Category
Subcategory
Compliance Method
Testing Lab
Quality Assurance Entity
Quality Assurance Contract Expination Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
C!M�ILLENNWM METALS I
10200 Easit—port Road
Jacksonville, FL 32218
(904) 358-8366
tonyac@mm!2000.net
James Buckner
jimmy@cbuckinc.net
Tonya Steele
10200 Eastport Road
Jacksonville, FL 32202
(877) 358-7663
tonyac@mml2000.net
Roofing
Roofing Accessories that are an Integral Part of the Roofing System
Test Report
Architectural Testing, Inc. - West Palm Beach (an Intertek company)
Keystone Certifications, Inc.
09/21/2026
Steven M. Urich, PE
Cv,i Validation Checklist - Handcopy Received
FL25681 go Col Col Intertek 12292Zj2o_f
Standard Y-CJU
TAS 100(A) 1995
https:llfloridabuilding.org/pr/pr_app_dti.aspx?param=WGEVXQWtDqsKQFEnckBlOw2`/*2f7phoqxKaYEIzEJTbu4Mnc2rzL4sq4g%3d%3d Page 1 of'2,
Florida Building Code Online
519/18, 3:39 AM
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option B
12/18/2017
04/16/2018
01/04/2018
04117/2018
Description
25681.1
MMI Off Ridge Vent Permanent Baffle'
MMI Off Ridge Vent with Permanent Baffle attached to Wood
$eck-Asphalt Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL25681 RD-H- I-Install-MMI-ORV- PermBaffi
Verified By: Architectural Testing, Inc. - West Palm Beach (an
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Intertek company)
Design Pressure: N/A
Test Reports
Other: 33 Feet Is maximum mean roof height per TAS 100(A)
EL25681 RO TR 1,2 Intertek Test h7685.01-450-18-r2.pd
1
25681.2
MMI Off Ridge Vent with Detachable
I
MMI Off Ridge Vent with Detachable Baffle attached to Wood
Baffle
Deck -Asphalt Shingles
Limits of Use
Installation Instructions
Approved for use in HVIHIZ: Yes
FL25681 RO LI-2-Install-MMI-ORV-DetachBaffle,pd—f
Approved for use outside HVHZ: Yes
Verified By: Architectural Testing, Inc. - West Palm Beach (an
Impact Resistant: N/A
Intertek company)
Design Pressure: N/A
Test Reports
Other: 33 Feet is maximum mean roof height per TAS 100(A)
FL25681-RO 2.2 Intertek Test h7685,03-450-18-r2.od
[Back] FN..t]
Contact Us :: 2691 Blalr Stone Bud, n1lahassee Fl. 32399 Phone, 850-487-1824
The State of Florida Is an AA/EEO employer. — adda,:: Privacy Statement :: Accessibility Statemen Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mali 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(l), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deparmnent with an email address It they have
one. The emalls 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 am a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
https:llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsKQFEnckBlOw2%2f7pheqxKaYEIzEJTbu4Mnc2rzL4sq4g�/*3d�/`3d Page 2 of 2
METALS, INC.
10200 EASTPORT ROAD JACKSONVILLE, FL 32218
904-358-8366 WATTS 1-877-358-7603 (ROOF)
FAX 904-358-8285
TAS 100(A) -95 INSTALLATION METHOD
Millennium Metals, Inc.
MMI Off Ridge Vent with Permanent Baffle - Attached to Wood Deck
8" WIDE OPENING
(MMI RECOMMENDS A 3 3X" FROM FLANGE
OPENING, SEE TABLE BELOW) TO OPENING
XMI If
'M
1p
TYPICAL FASTENER(S)
- 11 GAUGE RING SHANK ROOFING NAIL
OR
- #10 MIN. WOOD SCREWS
VENT TESTED WITH 11 GAUGE 1 Y4" RING
SHANK NAIL, 8" O.C. TO PENETRATE DECK BY 3/16"
SIDE VIEW
PFF RIDGE VENT
4
ATTACHED BAFFLE:
FIXED BAFFLE ON VENT SECURED WITH
APPROVED FASTENERS 8" O.C.
MWOFFRIME�TRECOMMENDATIONS
LENGTH
cmo�
NET MEE AREA
4 Ft.
3" x 46"
138 Sq. In.
6 Ft.
3" x 70"
210 Sq. In.
8 Ft.
3" x 94"
282 Sq. In.
10 Ft.
3" x 118"
354 Sq. In.
MILLENNIUM METALS INC.
TOLL FREE: 1-877-356-7663
FAX: 904-358-8285 SUBJECT TO CHANGE WITHOUT NOTICE 12/11/17
PAGE I
Florida Building Code Online
2/16118. 9:30 1
"M
xm�
BCTS Hme I Log in 1 User Registration I HOt loircs ; Submit Surcharge, i Smt� & Pact,
bF1 rida
V11"N Product Approval
o r 0 USER: Public User
ea.
PmduCt "a"re'all Menu
AD-11101011 I Ist > Application Detail
FL'#
FL11968-R4
Application Type
Revision
(Approved
Code Version
2017
Application Status
I —
Comments
Archived
Product Manufacturer Eg�sternM,'t,,l �Sunplv
8 et
Address/Phone/Emall 4268 estro
West Palm Beach, FL 33407
(800) 432-2204
frodriguez@easternmetal.com
Authorized Signature Bill Feeley
lrodriguez@easternmetal.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emall
pq '.' T.. .
IN 4jr 'i
Category Shutters
rs
m
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a lJcensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Walter A. Tillit, Jr.
the Evaluation Report
Florida License
PE-44167
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2018
Validated By
John Henry Kampmann Jr.
Validation Checklist - Hardcopy Received
Certificate of independence
FL11968 94—C-01 EASTERN METAL
SUPPjY_ INC, _DRAWING 17-098
CERTIFICATION OF INDEpENpENCE.pp
FL11968_[L4_CW_FASTERN METAL
SUPPIY_ INC, QRAWINC, 17-
M—CER—TICATION OF INDEPENDENCE.PDF
FL11968 BA—M—EASTERN METAI
';UPPlA,_IlTC__(2S8WING 17-096
CESDEJCATION OF INDEPEtIDENCE-PDF
FL11968 R4 COT —EASTERN ME:7AL.SUPPLY2c
INC _QR8W.NG 17-
03A CERTIFICAIIQEI OF rNDEPE[NIDENCE-od
https:llflorid,building.orgiprlpr-app_dti.aspx?param=wGEVXowtoqsxYleb4opOE)f7EcLXIeCJx4yFEE18(MCSUtUltOWU4Tg%3d%3d Page I of 3
Fl ride Building Code Online
2116118, 9:30 �
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Product.
Standard Year
ASTM E330 2002
SSTD12-99 1999
Florida Licensed Professional Engineer or Architect
FL11968 R4 E JL[Y_EASTERN METAL SUPPI-Y. INC.-DRAWIN .1L
M-LETTER EQUIVALENCE BETwEEN ssm.12-29 AND AsTA E, 1926.ppF
FL11968 114-EQUIV EASTERN METAL SUPPLYJAC—DRAWIN 15-
098-LETTER OF E UIVALENCE SSTD 12-99 8ND 65IM E-1996.PDF
FL11968 R.4-EQUIV EASTERN MErAL SUPPU� INC DRAWING 17-
096 LETTER EQUIVALENCE BE-RVEE SSIQ 12-99 AND ASTM E-1996.13D
ELL 1968 R4 E uiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094
LETEER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM �j 996.pdf
Method I Option D
09/20/2017
10/28/2017
10/29/2017
12/12/2017
FIL #
Model, W..b., .1 hl:a�me
Description
11968.1
0.040" Bertha Aluminum Storm
Panel (2.25" Deep)- Non-HVHZ -
Corrugated aluminum storm panels retained or not by tracks I
to provide hurricane protection.
Drawing Number 17-094
Lun
Approved for use i Z: o
LAMPF'ove or use outside HVHZ: e
Intilpart-Resisturrit. 77!s
Design Pressure: NIA
Other: Large Missile. Max. span Is 12'-0" for +25, -25 p.s.f.
and 4'-0" for + 125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A,
9 and 11. See sheet 10 of installation drawing for other spans
and pressures. Valid only for wind zones 1,2 & 3 as defined by
ASTM E-1996.
Installation Instructions
FL1196 -M-H-EASTERN METAT SUPPLY2c INC.-DRAWING
17-094 0,04Q OERTHA ALUMINUM STORM PANEL.ndf
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Paity: Yes
Evaluation Reports
FL1 1968_RA 6E EASIERN METAL SUPPLY2c INC DRAWING
17-094 PRODUCT EVALUATION REPORT.yd
Created by Independent Third Party: Yes
11968.2
�.050W' Bertha Aluminum Storm
Panel (2.25' Deep)- Non-HVHZ -
Corrugated aluminum storm panels retained or not by tracks
to provide hurricane protection.
Drawing Number 17-096
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Large Missile. Max. span Is 12'-Il" for +30, -30 p.s.f.
and 8'-2" for +75, -80 p.s.f. for mountings without "h' header.
See sheet 5 of installation drawing for other spans and
Installation Instruction
FL11968-RA-II EASTE ZMET.61. SUPPLY. INC. DRAWING 17-
096 0,050 BERTHA Al_QMlbjLJM STORN PANE] PDF
Verified By: American Test Lab of South Florida Inc.
Created by Independent Third Party: Yes
Evaluation Reports
FL11968 E_4_8E_E85TEBN METAL SUPP1,Y, INC, DRAWING
17-096 PRODUCT OF EVALUATION REPORTppF
pressu�es. Valid only for wind zones 1,2 & 3 as defined by
ASTM E-1996.
Created by Independent Third Party: Yes
11968.3
e Galvanized Bertha Steel
Panel (2.25" Deep)- Non-
corrugated galvanized steel storm panels retained or not by
tracks to provide hurricane protection.
Drawing Number 17-095
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL11968-9-4_Ll -EA5JERNME-rAl SUPPLY PRAWING 17-
M_�A GAGE GA[_VAN[ZE BERTHA STEEL. STORM PANEL.PDF
Verified By: American Test Lab of South Florida Inc.
httPs:llfloridabuilding.orglprlpr-appAtl.aspx?param-wGEVXQ.tDqsxYleb4opODf7EcLXlecJx4yFEEIB(MCsutultDWU4Tg%3d%3d Page 2 of 3
STVR- P.-q ON ,, EVALWpo, �ww (PC.D.) HAS BEEN MR C"',A,,, F,
ACCORCANCE "M ME 2017 (6, �) 0, ME CODE
HO'R MW`T WPP�ICA`IE MISS (MIAII-OADE / ORCHARD COL)VMM. . THIS STORA( PANEL SWE WZ BE ,� AT
FOR A �ECTICNAUT, pA,,,, `TOl 11 INSIALUO ANZ)
HOT UCCED ME �Mw (A.MA) LAIDER 2.17 FOC AHD ,A,
04�= ON SHEM Z, to Mmt, 'M
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S"AU RE MST RECL`CM TO A -SA DEVON II7ND LWS BY ARnan,, ,,, 8, A, To
To Co`N`ARF MCM7 W1 1� (41D) DESIGN PIESSA,, l,,, .,, 0, , �, 10 MRLI 16.
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TO OF ME Afo� NENTIOHM CODE AS PER Art RVAORTS 01 111,,0,,, AND /06,002-05. AS PER ALRACT TES,, E�N`
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4 � �M To or STNHU'S' STra J" OR J16 �l STBIES OR CQAL�OSON REPSTA�T COATES CARBON STEEL A, RE,
offif 5WIS W1 SO 4ELL` STRENOM AID 90 AW A, W ,"M AR,,OR,C Coo,
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& ANCHORS A' WALL �l BE AS
(A) TO EMETIC POIRM CONCRE,,-
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A4) IN CAME MAT PRECAST ,N,
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ROOR ANCHORS � BE LOW &OLAW To REACH ME HAmI BEHIND SUCH pA,,,M AH,,OACE
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(s) to EXI-"'C CONCRETE BLOCr W�L-
114� A rAFCOW ANCHORS A, MANUFACTLRELI Or IT,
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BY I`O� FASTENERS. INC. AID SLM Co,,T,UCno, p,,,WS ,,�V,,ym
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AND 1'.11AAIN. MI, � ,M No
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1 112 0 LONG mm/wA, smouw szLcm E�. Ano I - lawu. MR vy� t,rm No -mC,
BW=r O��, M, P�HELS ar �D ON ME 10OS73NO W� ANCHORS SHAUL
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3 OF 15) EMEt'r MAY HEADERS 2. 1 & 4 S,,, NOT Be LsrO.
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PRO"ECT' ts- WHMC ME SHE C0AWVNY DE40E fRct, ME P.C.D.
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OOCLAAENY �f AT = 15 ME CONMACTORT
rc) MtS p f D WU BE CONVOEIIM INVAID IF ITERM a, AN, ,,N,
(d) SNE Sp-�M RRoAWM S� 11 PICIIARED BY A FLOMDA REOL�,, OR ",CH EECMO
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P-Ea ENGINCER OF RE . ACTING AS A V�MO DICNEER To ME pa SUBW To M,, LATTER
ME SfIr Mmm nNA,,,Has MR 'E,,,
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LAMELPIC TO COMPLY wM SECTION 1709.Y.2 Or ME TIMCA COO,
THIS VG SHALL ONL� SEE USED -TO
OEM
VITS IN THE STAX OF FLORID4
44167 1
'I'll WILDING CODE (NOn High Volvefty Hurricone Z,,,
VE OF. i .
a04O BERTHA ALUNINUMPSTORMPANEL
L..
4X/ s A
. DFE
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5
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EASTERN METAL SUPPLY, INC
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CASE 8 (Plan)
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CASE D (Plan)
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END CLOSURES DETAILS
CASE E (Plan
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"9 DESIGN
PRES
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A
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2116118. 8:51,
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U... na`1)labad0n Hot TbP]Cs Subunit S.1ch.19. StatS & F-dul PW[c.tona I FeC Staff I ecis Site Map Unks Search
prProduct Appi-caval
USER: Public User
EEW-Ct A,,Q[wal Meng > EE9d1La-9LAn] �' Afloycation List > Application Debit]
F ' L # r-FLI31�92-RS
Application Type Revision
Code Version 20 1'7
Application Status Apprev'd
Comments
Archived
Product Manufacturer Jame:-H"adle Building Products,' Inc..
Address/Phone/Emall r�nl
Ste. 250
Mission Viejo, CA 92691
(909) 349-2927
pingsheng.z�u@jameshardle.com
Authorized Signature Pingsheng Zhu
Pingsheng.zhu@jameshardle.com
Technical Representative Pingsheng Zhu
Address/Phone/Emaii 10901 Elm Ave.
Fontana, CA 92337
(909) 349-2927
pingsheng.zhu@jameshardie.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email. 109ol Elm Ave.
Fontana, CA 92337
(909) 349-2927
pingsheng.zhu@jameshardle.com
Category
arel Walls
ro
Subcategory LSiding
Compliance Method Evaluation Report from -a Florida Registered Architect or a Licensed Florida
Professional Engineer
I Evaluation Report - Handcopy Received
Florida Engineer or Architect Name he developed
Ronald 1. Ogawa
the Evaluation Report
Florida License
PE-24121
Quality Assurance Entity
Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
John Southard, P.E.
-, Validation Checklist - Hardcopy Received
Certificate of Independence ELI 3192 M-CQI RIO - CertiFicatg gf Indeggliden=aa
httPs://floridabuilding.org/prlpr-app-dtl.aspx?param-wGEVXQWtDqtsk%2bGnUU47oqxmaHRnHilDSL7Rnc9nl4NP2iZi,2vOrA*/*3d%3d Page 1 of 3
Norlda I)uIlding Code Online
2/16118, 8:51 A
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Standard Year
ASTM C1186 2007
ASTM E330 2002
Florida Licensed Professional Engineer or Architect
FL13192 RL592[y RIO-2692B-17ASTMC1186e ji�v_p&
Method I Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
L ' I Model, Numb er or Name Description
[13 109 2. 1 r, -
I Cemplank Lap 5 1 ber-cement lap siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ; Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For use In HVHZ Install in accordance with NOA 17-
0406.06
installation Instruction
FL13192 R -jLCemPIanL5t@IIatlon.I2df
EL13192 RS I -E& RIO-2683-17 Plank Wood
Metal Frame.Dd
FL13192 R5 ILER BIQ-2687-17 Plank SbjDgjQjg-CMUpdf
FL131 2 R5 11-E&-E!QmZkaa��n
�,tajWngl,2df
FL13192-85-U NOA 17-0406,06.odf
Verified By: Ronald 1. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 R5 AE ER RIQ-2683-17 Plank wood
Metal
Frame-od
EL13192 R5 AE ER RIQ-2��7-17 Plank Shingle
to CMU.Dd
FL13192 M-LF--ER RIO-2688-17 Plank WaP
Sheathing.pdf
FL1319 115 AE NOA 17-0406 06,od
Created by Independent Third Party: Yes
113192.2 1 HardiePlank Lap Siding I fiber -cement lap siding -1
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVIHIZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For use in HVHZ Install In accordance with NOA 17-
0406.06
Installation Instructions
FL1319 115�11 ER RIO-2,683-17 Plank Wood
Metal Frarne,pdf
FI-13192, R5_U ER 910-2687-17 Plank Shin
le to CMQ.Pd
EL13192 RS 11 ER RIQ-2688-17 Plank W5E
5hggjbj0q,pd
FL13192 R5 11 HardigPlank-Installation.pdf
FL13192 R -11 HQA 17-0406�06,gd
Verified By: Ronald 1. Cgawa 24121
Created by Independent Third Party: No
Evaluation Reports
FL13192 95—AE-99 RIO-2683-17 Plank Wood
Metal
Framejod
EL13192 RE AE ER RIO-2687-17 Plank Shingle
to CMU.p-df
FL13192 85 AE ER RIO-�688-17 Plank WSP
Sheathino,od
EL13192 RS A -12Q6 12-0406,06.0
Created by Independent Third Party: Yes
113192.3 1 HardieShingle Individual Shingles I fiber -cement individual cladding shingles I
Limits of Use
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: NIA
Design Pressure: N/A
Other:
Installation Instructions
FL1319 -95 1 ER RIO-2685-17 Shingle Wood Metal
H
Frame-pd
FL1319
Verified By: Ronald 1. Ogawa 24121
Created by Independent Third Party: No
Evaluation Reports
https:lifloridabuilding.org/pr/pr-aPP-dti-3sPx?param=wGEVXQWtDqtsk%2bGnUU4 70qxmaHRnHilDSL7Rnc9nl4NP2iZiM2vOrA%3d%3d Page 2 of 3
ing behind to add an
Itional layer of protection
water infiltration
waterproof mate(lals that do not react %A(ith cement products. Examples
of suitable material incl ide finished coil stock and code compliant water -
resistive barriers. Othe(products may also be suitable.
rIEZ r?.�
14
1 s ing
i. ont a
I a;
coume le I w
Kz!
e
Pneumatic nallers and cordless nallers can be used to attach James Hardie products to wood, steel, or masonry
substrates. Pneumatic tools require the use of an air compressor with a hose. Finish nallers; should be used for
i 1 zg 1. =
HardleTrimO boards only., Additionally, direct-to-stQel tools such as those made by ET&F are designed specifically for
f '. -
-a
fastening to steel framing. Refer to the product -specific installation instructions in each section for fastener choices.
Power nailers recommended for attaching James Hardie products are siding nai ers, roofing nallers and finish
nailers. Below is a chart showing the appropriate nailer for each of the James Hardie siding and trim products. Be sure
that the nailer chosen fires the fastener recommended for each product for the specific installment situation.
PNEUMATIC NAILER USAGE WITH JAMES HARDIEO PRODUCTS
R K
Er.
Siding Guns
HarcfiePlank� Lap Siding
HardleParielOVertical Siding
HardieShinglEP Panels
HardieSoffito Panels
noofing Guns
HardiePlankO Lap Siding
HardlePariel" Vertical Siding
HardieShinglel Panels
77p:, If It, m,min-g . n . ail . emar , 6 - 'hii - i - d '6� - ihst�i - IV , Jarnd.V Ha , Miii
i5roduch% be shir04liby'aini'litted4kit'h dausli*niciiint
aftachrruint to controllriaiPle-atin dept
.9
Finish Guns
Hardie I time 5/4, 4/4 Boards
HardieTrime Batten Boards
QZ '_
11
It'll
F'
.g
3 -E!
!E� C
U
�zu
For small penetrations such as wires, electrical conduit,
and pipes less than 1-1/2 in. diameter (excluding hose bibs)
no blocking is necessary� The circumference of pipe or
wire should be sealed with a barrier foam and/or caulked.
"I . I
Wall mounted devices and air conditioners represent large penetrations into the building envelope and structure.
Before installing a unit, please consult the architect or structural engineer to determine if additional bracing is
necessary. The device should be installed per manufacture's instructions and flashed properly. Any condensate drains
should extend out 4 in. from the wall, and angle down.
James Hardleo siding and trim products should not be butt I
14mv
rater-res`i�l
directly against mortar or masonr)& including stone, brick, (:rd
barrio -
;5
concrete block. In these situations, a flashing should be installe
Ak
V�m'
t6 isolate the trim or siding from the mortar or masonry.
'�99 F�- Pell-
gap
20
PROJECT RIO-2577-15
ENGINEERING EVALUATION. REPORT FOR ATTACHING JAMES HARDIE@ BRAND
FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS
COVEfl.PAGE
TEST RE
TABLE 1,
TABLE 7, ALLOY.VAQU
LIMiTATI6NS:6F USE
JAMES HARD)EBUILDING PRODUCTS, INC.
.10901 ELM AVENUE:
FONTANA,.CA 92-337
TABLE -OF CONTENTS
PAGE
1
.2
E LOAD TESTJNi3
OWA13LE DESIGN LOADS BY PLANK WIDTH
C PRESSURES EXPOSURE D 16
FOR HARDIEPLANK SIDING, 7-12
12
As PRoDUCT-EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED FRODUC-TS ARE IN
COMPLIANCE WITH THE REQ . Ul J . RE ' MENTS OF TH �l E . ASCE 7 - 10 1 TH . E 2014 FLORI . DA BUILDING COOE, AND
THE 261� INTERNATIONAL BUILDING CODE.
PREPARED.BY:
RONALD I. OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2662
714-908-1815 �AX
GA..
SW
PL
8Sl0NA'-'##
--- ".00f,
HUNTINGTON BPACH. CA 92649
71A.292-2902
7�1 4.008-1815 FAX
PROJECT. M0,2577-15
MKAES HARDIE BUILDING PRODUCTS. INC.
-"BlI-542-7343
EVALUATION SUBJECT
HardlePlan.kO Lap Siding
Jamto H.rdia PAIdutt T"do Narnes covated 1. this evalumdn:
Hameplame Lap SA". ComPlankV,96na, 1pmdol� Lop Who
EVALUATION SCOPE
ASCE7.10
201� Flond.a.auift Cc4a
7012 he'en,alk.W enitai�g Ciadev
EVALUATION PURPOSE;.
T
ll�onntyvs is ',a dommim the maximat ftNn 3-�aroi gv wind ipced to be teststad by an asozrolf of I,!vcdlnPIan), (C!Imp14nk., P�val Lap� S�cing fzvcneo IG vomi of nwal if. w.Ii 60 naj�,
w=rm�
REFERENCE REPORTS:
I- 411meh Ropxl 3148104COCW02. Tfa.s*mw load ms�ag cA HardaPjwk and Haf;depmej pantil
2. Mt�l Re�on U1117 77MC00-M, Tram�� 16A inII Ing
-1 an HarWeP61, and HanfitSlllnol�
JPMES HARD5E BUILD114G PRODUCTS, INC.
1-088-542-7343
TEST RESULTS:
Tobto 1. Roomlis of TrAflivoirzO Wxd Tqsjlqg
HUNTINGTON BEACH. CA 92649
714-292-2602
714-908-U315 FAX
PROJUIT, RIO-2ST7.16
Revid r"..ber
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w 7tl*G'
V40w,r.,cA'SPF
V9711W
Frame Spacing V.m
12
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HuN,nNGTCM 6EACH. CA 9-.649
17 14-292 -2602
714-911j):1815 FAX
PROJECT, !1104577�15
JAMES HARDIEDUILDING PRODUCTS, INC.
'f-68B-6,2.7343
prdo(gjamevshardie�
Fol Table 2A to 2C trip designs loads vM be c4lculappi by Ismycdnim kh, yfo 0 'y ..... to .
stud somitj
Ta4to 2A. All"alitt, DosIgn tjolils i3asopi on Constant FASIqb
For 525 Ind, .. I .. . , vLould,46 wafe,ballul il�k 0.379- No, Issionars canctialed blind sc�) at 12" D.C. to WSP nheathing only
muftinwo eg" IpsdTbS �-31D. 4. 09t a - -1035 psi
EfIWN6 tributary * OP ib " p kljflsb�rptr spstcinli' il,14) - (j& 23-1.25) X. 12)11,' 4 = Q� 333 sq.ff.
pJW
Futloret Load I design ary.amh -1 (d.5 , X . 0.3 , 33�- .34,6 poulids
For 0.25 liter, Wife
Ha"paplank
E
it.
ly,53-37
on's
&.25
12
4,4117
7
12
AMT
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12 t:,
I
12
12
12:
to to calc.IAud
Tabi. 213. Allovkblo D-sla" Lon . 4 . 8 SA - 10 . .00 C . 6 . it - i , faink-t a ., stisho r Loid, 4 . d d . . �Idffig poll IIA-it(LOVU-1 0.216"j, fataleniirs cormazled [blind noill at r O.c. to WSP thoadland 6.11Y
, WC!"e"ON, o'kar , Ic
((3:2&1:M� X dill" �UZGG? sq.1;
FiArIMSPINW, Width
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HandefilarA.Wom
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SIONPA-
6
HUNTINGTON BEACH, CA K549
714-292-2602
,14-00omf(115 FAX
PRQJEGT�'RIG-2$77-I5
JAMES HARDIE BUILDIN6 PRODUCTS. INC
1"Ga-542-7343
infoZamoshasdlo.mm
DESIGN WIND LOAb PFIcCEDuREs:
awwable. design load. W detemnin
bisad6tra fat�u arsajoiy6f 3 apoqdv men =to test load.
8xmIbaaUcio,abf--dezngh load lVigadonlociorof saimy 613. wiwiabw - d9sion lomli;on fmif�cernohl eidsq �ela.e 'Recfly It; required des�gq pre�sdrt;5 slmli:s Design.
and fherMOPi AbUid oe- tsed Win Cloinbinokn " $ tiyWe �"i�besign (Agbk
g ettioii&b fd,.Ajl
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ASCE. 74 0 PK�wd 26.!�I A. 151i;Lii! 18.5. 1 D. and Fjg�ft 26.�.jo.
FWU,is kid 01 in% load wfWnafion WA Win accordance -Mfh ASCE 7.10 5�,;on2 . A vlAmabjcs6o�
des;Ml. lutd cWhiiinli-n 7. 6� om"fiml 7 UMS a load . [a . 01&
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Eqoavon 1. %-0 DD2613'K,K,,'K;V W#,ASCP 7-:0 equaLion
q, ve�dly wesmee at helgfit X
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,Equation 6.
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ZOOM 7 -is used to pcp�ufdff 7-fit4 4.79, and &
TO nl-tein'Lle Jhe a0d�ibfe Mitofic!ie WSJc Wind Speeal lor Harde Siding �j Tabia, 7. Form Equaiiw. 7 Ior V_
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JAMES HARDIE BUILDING PRODUCrS, INC.
1-W-5,12-7343 .
400jame3hirdie.mm
NUIVINGTON OEACH. CA 92649
114;292-*2602 '
714-90-11315FAX
Ptzokm!.H6.25i7�is
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TURNER
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1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report — CWS-1059
April 27, 2015
Product Description: Series 620 Vinyl Horizontal Slider Window, XX, Non Impact
Manufacturer: Custom Window.Systems, Inc. 1900 SW 44" Ave, Ocala, Fl, 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 6 1 G20-3.005 (4). This� product complies with the
requirements of the 5h Edition (2014) Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-1059, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3980-03 and -04, from National Certified Testing Laboratories,
Orlando, FL, with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-1059, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-1059.
Limitations of Use: This product:
• May be used in product sizes with glass daylight sizes as shown in CWS-1059
• Achieves design pressures as shown in comparative analysis tables in CWS-1 059
• Is non -impact and requires the use of shutters in windbome debris regions
• May not be used in the High Velocity Hurricane Zone
• Requires glass types as shown in CWS-1059
• Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
No �58201
STATE OF IWZ 4/27/2015
091
0 Lucas A. Turner, P.E.
FL PE #58201
Lucas A. Turner
2015-04-27
Docment Title:
Struc . t'ural Performance
Doc No: FRIVI B1 -02
Rev No: 7
Paga 1 Of: I
jcSYSTONZI
Certification
Authorization Report
Required By: PRO B1 -03
CAR & Product ID Number:
138 1328.0
Issue Date:
3117/2015
Revision Date:
3/17/2015
Expiration Date:
12110/2018
Company Code:
1-38
This Certification Authorization Report (CAR) is issued by Keystone Cerfifications, Inc. (KCI) after full validation review,
and is bated on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and* the age of the product and installation
components.
This report indicates the product is eligible fbr the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verfled atwww.keystonecerts.com.
I Licensee information: I Product information: I
Custom Window Systems, Inc
1900 SW44th Avenue
Ocala
FL 34474
Model: 620 PVC Flange Frame Horizontal Slider XX
Operator Type: HS
Config: All
Max WcIth: 74
Max Height: 63
Referenced Standard: Tproduct Rating:
AAMANVDMA/CSA 101/i.S.2/A440-08 I Class R-PG50 1880x1600 (74x63)-Type HS
Qualifying Test Information:
Test Report No:
Test Report Expiration:
NCTL-210-3980-03
12/10/2018
Authorized Signature:
Digitally signed by Steven M. Urich
DN:cn=StevenM.Urich,o=Keystone
lr�4 ql�
'r �Certfflcatlons, Inc., ou,
emitZsurich@keystonecerts.comc=US
-15.03.18 08:56A5 -04'00'
Date: 20
Keystone Certifications, Inc.
564 Old York Road, Suite 5
Etters, Pennsylvania 17319
Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYS'rONECERTS.COM
Docunent Title:
Structural . Performance
Doc No:
FIRM BI -0 2
Rev No: 7
pagm 1 Of: 1
xsTomj-�
Certification
Authorization Report
Required By: PRO 131-03
CAR & Product ID Number: 138 - 1332.0
Issue Date: 4124/2015
Revision Date: 4/24/2015
Expiration Date: 3/21/2019
Company Code: 138
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is ba§ed on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified atwww.keystDnecerts.com.
Licensed Information:
Product Information:
Custom Window Systems, Inc
Model: 620 PVC Flange Frame Horizontal Slider XX.
1900 SW 44th Avenue
Operator Type: HS
Ocala FIL 34474
Config: All, GS-3/16" Ann IG
Max Width: 74
Max Height: 72
Referenced Standard: I Product Rating:
AAMANVDMA/CSA101/i.S.2/A440-08 I Class R-PG45 1880x1829 (74x72)-HS Pos DP=50
Qualifying Test Information:
Test Report No: 1
Test Report Expiration:
NCTL-210-3980-04
3/21/2019
Authorized Signature: Keystone Certifications, Inc.
U Digitally signed by Eric Rock 564 Old York Road, Suite 5
DN; cn=ErIc Rock o=Keystone Etters, Pennsylvania 17319
%jertifications, Inc, ou,
�maltgrock@keystonecerts.com, c=US Phone: 717-932-8500
Date. 2615.04.24 16:13-.09 -04'00' Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
r
Docment Title:
Structurat Performance
Certification
Doc No:
FRM BI -0 2
Rev No: 7
PaW 1 Of: I
Authorization Report
Required By: PRO 131 -03
CAR & Product ID Number: 138 - 1332.0
Issue Date:
4/24/2015
Revision Date:
4/24/2015
Expiration Date:
3/21/2019
Company Code:
138
This Certificafion*Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) afte(full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall1roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. Theinfbrmation in this report can beverified atwww.keysbnecerts.com.
Licensee Information:
Product Information:
Custom Window Systems, Inc
Model: 620 PVC Flange Frame Horizontal Slider XX
1900 SW 44th Avenue
Operator Type: HS
Ocala FIL 34474
Config: All, GS-3/16" Ann IG
Max WcIth: 74
Max Height: 72
Referenced Standard: Product Rating:
AAMA/WDMAICSA 101/i.S.2/A440-08 Class R-PG45 1880x1829 (74x72)-HS Pos DP=50
Qualifying Test Information:
Test Report No:
Test Report Expiration:
NCTL-210-3980-04
3/21/2019
Authorized Signature:
I Keystone Certifications, Inc.
Ij Digitally signed by Eric Rock 564 Old York Road, Suite 5
. DN: cn=Eric Rock o=Keystone Etters, Pennsylvania 17319
lk�eniflcations, Inc, ou, Phone: 717-932-8500
.emaLa�@roclopkeystonecerts.corri, �—US
Date: 2615.04.24 16:13:09 -04'00' Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
Docment Title:
Structural Performance
Doc No: FIRM BI-02
Rev No: 7
Paq% I or. 1
Certification
Authorization Report
Req uired By: PRO BI -0 3
CAR & Product ID Number: 138 - 1333.0
Issue Date:
4/24/2015
Revision Date:
4/24/2015
Expiration Date:
3/21/2019
Company Code:
138
This Certification Authorization Report (CAR) is issued by Keystone Cerfifications, Inc. (KCI) after full validation review,
and is baged on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing Such a certification label shall be
considered certified. The inibrmation in this report can be verified atwww.keystonecerts.com.
Licensee Information:
Product Information:
Custom Window Systems, Inc
Model: 620 PVC Fin Frame Horizontal Slider XX
1900 SW 44th Avenue
Operator Type: HS
Ocala FL 34474
Config: All, GS-3/16" Ann IG
Max Width: 74
Ma x Height: 72
Referenced Standard: Product Rating:
AAMA/WDMAICSA 101/i.S.2/A440-08 Class R-PG40 1880x1829 (74x72)-HS Pos DP=45
Qualifying Test Information:
Test Report No:
Test Report Expiration:
NCTL-210-3980-04
f 3/21/2019
Authorized Signature:
C Digitally signed by Eric Rock
DN: cn=ErIc Rock o=Keystone
kQertifications, Inc, ou,
-Vffa—il�erock@keystonecerts.com, c=US
Date. 2015.04.24 16:13:56 -04'00'
Keystone Certifications, Inc.
564 Old York Road, Suite 5
Etters, Pennsylvania 17319
Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYS'rONECERTS.COM
R
HI
HORIZONTAL SLIDER - NON -IMPACT
11,
'ME
HEIGHT
Z1.
x
MAL
SASH
HEIGHT
It I
T� OF CONTENTS
OF CRAMS A �Q DETAX__2
SECTION �&__
EXTRWIONS
ANCHOR SCHEDULE & NOTES_s
INSTALLATION DETA� --------- 6
I
MW WIDTH
m VIV
GLI& .�] A
MIT
B
HEIGHT
M"
No
Ir
SASH
H I
E'amr
Ouss
DW
A I
GENERALNOTES:
1. ME PRODUCT SHOWN HEREIN IS D56GNED AND &MAKIFACTURIED
O&VOM-pap
TO COMPLY WITH ME FLORIDA BUILDING CODE (PRO), CURFEW
EDMON.
IMSN"THAVE.
OCALI,FUCRDA�74
2. GIL&VNG OPTIONS: (SEE SHEET 2)
W�Cwlm
&CONFIGURATIONS:-W.
620 PVC.
C DESIGN PRESSURE RATING FSEE SHEET 2):
NEGAMAI DESIGN LOADS BASED CN, TESTED PRESSURE AND
HOR17-SLIDER
�SSTMUESASTME-13�.
NON -IMPACT
MSITMDESIMLO"SBA�OR.M�DPRESS�F WATER
INFILTRINTIONTESTPRESSUREANOGILASSTABLES
ASTME-13�.
WMEDESIGNOFTHISP�.SEESHEET61FORANCHOR
CETAU.S. WINOLOADDIJ11ATIONFACTORU.I.SWASUSEDFOR
WOOD ANC�OA CALCULATIONS.
6. HOT APPROAIED MR IMPACT RESISTANCE IMPACT PROTECTIVE
SYSTEM IS REQUIRED I N WM BORNE 0 EFFIE REG OX
c
7.AL FRAMESANDVENTSFUUVWELDED.
Z6
S.SERIESIMODELDESIGNATIONH�0.
0,
9. ME DESIGNATION X ANDO STAND FOR THE FOLLOWING:
X-OPERABLESASH
IO.SEalONCAUOUM"PLYMAUR�ATIONSINASIMi�R
LOCATION.
11. �ERNALWEEP SUCT- VIT X24AF LOCATED �I� FROM
BOTH ENDS.
MAX. UNIT
2011 MTG. RAIL
SIZE
REINF.
DESIGN PRESSURE RATING
I
IMPACTRATING
I
74'x63"
NO
SEE COMPARATIVE ANALYSIS
I CHARTS, SHEET 2
NONE
74"x 72'
YES
4��" N. SiGol
Lucas A. Tumer
STATE OF
LUCAS A. TURNER, P.E.
FIL PE 0 53201
1239 JABARA AVE.
NORTH PORT. FL 3QSS
PHI.941-�1574
GENERAL NOTES ANO
ELEVATIONS
EmX 04�16
OWS-1059
125 1 OF G
UPIt
RHM�MIGNPRUSU�MRMALSPUTMrWIM GLARSTlIPESAKqORD
UPH
Un"Hel,ht
3' H`
431�
47112
51 V2
55V2
591A2
0
3A 112
+501-75
.501-75
.901-75
..1.75
..1.75
.501.75
WI-75
.501.70C
_V_112
3WW5
W1.75
WI.75
..1.76
.."P
.931-75
M)l 75
.50 .75
�50 -5
.501-75_
+ 1-71.5
.501�65S
�501.81
FI 11-2
4501wm
.&1
.501-75
+501-m
50 1 -74.5
_20TZIF
-.WrW.4
55 11-2
.501-75
..1-75
WI-75
+501-m
4 SO �171
_7w _/� 1
1 �5
.501-54.4
-ET-112
+50 1 AM96
� I 4W..
1
+50 1 .1..
+.1...
+W14H+8
11=2
+50141.1
+wi4R.11
+50 461.1
.50,40.1
�i,sti
—+wi�q
-Mm=-6
-W9-,-s7—Ao6
67-1/2
+501�.l
+w) �. III
SA
+501-51A
+501,PII
M 7:90—
7ro/:R.—i
—M7=15
-+47-674-76
_Tl_Ii_2
_'�;Z�2� 2
�Z .2
�.2 �2
_M_2=2
7.70=2
-M27—�2
7M-M-2
-M-9-rZ-q
74
-7977r-
---a77W-
—Wr47-
--Mr4r-
VIT AIRSPACE
AS' ANNEAUED
SP(AFUEXEO OR
PURFECTGUn"
T
�`C
®r
SALE
f47 VE 7 1
AV "
TRV Agl�IACC
INIP ANNEALED
ff UEXM2
11%LCT OL ORV
P F,
FIVE
t M� UA
g� CLASS SITE
GLASS TYPE C GLASS TYPE D
NOTRE:
IF SIZE INTENDED IS NOT SHOWN. USE NE" LARGER SIZE.
V OVERALL
W TEMPERED
wwWCwSCC
HV AIRSPACE
620 PVC
I TEMPERED
HORIZ. SLIDER
.10�512014
NON -IMPACT
PURFEOT G�,
IV OVEPA'
VIV TE.11ERE.
I,V AIRS A
`
E 1
&IV TEMPE, E.
2
SlWUEX C52 OR
PJRFECTGUUDE�
Z11 N- 5SX1
W CLASS BRE
STATE OF
LUCAS A. TURNER P.E.
FL PE N W201
Ing JABARA AVE.
NORTH MRT. Ft_ 342M
PH.N1,380-1574
WK OV=15
CVVS_1059
VICE. SHEET
1 :1 Ing.
SECTION VIM A -A
ALTERNATE RN FFAv!E
ITEMS NOT SHOWN FORCI-AR11N.
7�10.IZIS�16&21
SECTION VIEW B-B
SECTION VIEW C�
MTG RAIL REINFORCEMENT (nI 1) REQUIRED
ON UNIT HEIGHTS ASOVE�
Offiam
WNDVNRRRlH4S K0
1"SWMTHAVE.
CCAMRXIRCA�74
WWxCV/S.w
620 PVC
HORIZ. SLIDER
NON -IMPACT
1 No 68201 ViO
1 :0
i,
DTATE OF N
4=015
LUCASA.TURNER.P.E.
FLPE#58201
lM9JABARAAVE.
NOFI� PORT. RL 342341
PH.941-380-1574
SECTION VIEWS
MWN : z
EUK 04/2015
CWS-1059
_SHEET
12 3 OF 6
PVCMAINFRAME-HOW
PVCTOPJBTMRJUL-l+6I4D
P.VG INTERLOCK RAIL - H 6135 PVC DRAW RAIL - 6139 ALUM INTERLOCK - S-20Z) PVC GLADNG BEAD - S-6141
ALUM REINF. - �4,13 ALUM REINF. - S-2044 ALUM REINF. - B-405
ALUM REINF. - S-20N
M.
L
ALUM ROLLER TIRACK - S-030
ALUM �. REINF. - 8-2011
PVC COVER - P-MG)
NOTE: ALL EXTRUSIONS ME ALUMINUM W63-T6 UNLESS OTHERWISE NOTED.
620 PVC
HORIZ.SLIDER
NON -IMPACT
DTATE 0,
LUCAS A. TURNER. P.E.
� PE # W201
1239 JABARA AVE.
NORIN PORT. R. 342M
PH.9,11418�1574
CW&1059
�E.
1-2
I
ANCHORATM10SPAN
FOR UNIT HEIGHTS OVER D'M)
0' MAX �P):��
.. MAN TYPA
INSTALLATION
ANcRon(m)
R
LN_T�
NOTENRU 5ANCHURSONTGAAK.
MGM:
1. UNSTALL ONE MCHDRATEACH INSTALLATION U00VTOK SRI. ANCHOR SPAZING SMS AS HEAD.
ZMAED AT gA�lN��TION��UMWLOMEWNGSHM& MAXA�OVVMUESIBMSTACK TO BE f1r. USE SHIMS WHERE SPAM GRENTERTHAN IRS' IS PRESENT. LOAD MADRID SHIMS SHAUL. BE
UCl`ED OF HIGH DENS" PLUITIC OR BETTER WOOD SHIMS ME NaT ALLOWED.
3. ANCHOR ME. SUE, SPACING AND MOSOMENT SHAUL BE AS SPECIFIED N THESE DRAWINGS. SEE TABLE 1, SHEET S.
4.ALL INSTAIULATION ANCHORS MUST BE MADE OF M PIROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WIN PRESSURE TREATED WOOD MUST
BE PROTECTED TO PRERIENT REACTION.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WIN ANCHOR MANUFACTLIFIEFTS INSTAkLLATJON INURUCMONS, AND ANCHORS SHAUL NOT BE USED IN SUBSTRATES WIN STRENGTHS LEW THAN THE MINIMUM
SPECIFIED IN TABLE 1. SHEET 6.
6. ANCHOR EMBEDMENT TO SUBSTRATE SMALL BE SMIND WALL DRESSING OR STUCCO. MR CONCRETEICMLI OPENINGS, EMBEDMENT SHAUL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - I X BUCKS ME
OPTIDNAL�
7. A MINIMUM SPACING SHALL BE MAINTAUNED BETWEEN AM FASTENSAS: r MQ MASONFLY. I- FOR WOOD JUNG MEETA�
8. WOOD OR MUACC� OPENINGS, BUCKS AND SUCK FASTENERS SRALL BE PROPERLY DESIGNED WTHE AROIHTECT OR ENGINEER OF RECKI AND INSTALLED TO TRANSFER Wm LOADS TO THE STRUGMIRE.
S��7ES���MINIMMSMMGMKW�NTSAS��WTnMI.SHMTO. MNMM���Y�M�MYWTBE��.
9. SEAUNGARD FLASHING STFA�WES FOROVERA�WATER RIGISTANMOF INSTALLATION SUM1 08 MINE BYONERS FOLLOWDING THECURRENT VERSION OF THE REFERENCE DCOUNMEMS:
F"�IDD(FWW�WS).��2DOnMWWW�WS). F�OM25N�XW�WS),F"�DM3Mt�M�RS)
az,bmq;;A--
wNoawIDB;TEMS Kg��
1900SWIATHAVE.
OCALA,RUORCA�74
620 PVC
HORIZ. SLIDER
NON -IMPACT
- vt
�'Po% STATE OP
�7=15
LUCAS&TUMUR,P.E.
Fl_PE#SS2DI
1229JABARA AVE
NORTH FORT. FL 342M
PH.NWM-1574
A`50�
,NCHOR SCHEDULE AN[
NOTES
.N
i "MIS
CVV�1059
6HEET
1�0 5 OF6
ME DI!
TAIII-El
Sual"ATEBYOTHERS—,
SEE T. MIN. GMOBD�
DR.
S LE
PERMETERSEA.AYT �IATM- To
BYINST�Ell
MGDE AND �
SEAIMTBEHIND
Fli-ANGE TYINSTALLE
ZL SCUM
_w 8 1 ILL AAC H . G I
� S�lm
WHORt, SOW .8�EUIQN _
SIAM tItH.SE
TABLE 1: APPROVED
INSTAI�ATION FASTENERS
FRAMETYPE
SUBSTRATETYPE
AMMORTYPE
WK EMBEDMm
WK ME MET,
FIANCE
CONCRETE (ZO KSI MR)
3116' BIN T"CON
1.
WIS.
FLANDE
HO�CW OR GROILT-FILLED WU(117 PCF MIR)
WIG' SW TAPGON
r
FI-ANGE
cmcHETE(ZmXmmN)
Tur ELM u-TH&WN
1.
FIANGE
HOLLOW � GROUFFILLED CMU (ASW 0901
3fIr ELM U-TRACON
I -tic
2.1r
FLANGE
2)(MIN. SOUTHERN PINS (G�w)
Vl_6_ffwT4wcow_
OR ELM LILRACON
I-vo.
71W
FLANGE
2xMIN. SOUTHERN FINE (G-D.55)
110WOODSCIEW
Vw
7W
RANGE
16 CAUSE (0.03,F) MIN. STEEL STLID
P3KSIYELDMM
lt0ISHLTIKWKH.EXORffW
TEKSSEI.FZRILLMSCREW
FULL THREAD
THEL, 0.060�
711W
FLANGE
� 18'AUJM.(�T5MK)OR
�STEEL(MKSIMK)
II0GRNDESSE�TAPPNGl
DRIJ-INGSOREW
FULL THREAD
THI
711V
FN_J�
MR SOUTHERN PRE (G.D.55)
I'lowouBscREW
I-io
MIREDS5VIST
TABLE I "YOTHERS
2BETABLEI
SEE
HORROWAL SEa"N
A—Ri ��RV�
R.L �S.E _
lt� ANU bl� VIMIIAH �VH FIN INSTAUATION
NOTE: ADDITIONAL THRU FRAME ANCHORS
(AS SHOWN IN DET. NS) RECtD AT MTO RAIL,
SEE SHEET 5 ANCHOR "YOUT.
D
R0RS!0NtALN6ST�t0NT'oR
0 FEAME
— SIMIIARFORSIUANDJAMSSFORBOKINST&LATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE P.ANGE,
UP TO AND INCLUDING A BOX -FRAME APPUCATION IS ACCEPTABLE PROVIDED:
MIN. 1/4' MUST OF CONSTRUCTIONtGRADE ADHESIVE CAUL.tI IS APPLIED
INSIDE AND OUT. FULl PERIMEFTEF, BY INST�Ell
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FIANGEWINDOWS.
goomce
I. SW "TH AVE.
OC� RLOI10A 3�174
WWW.�S.w
620 PVC
HORIZ. SLIDER
NON -IMPACT
.Z.7f N. sual
STATE OF "Wc
Q712015
LUCAS A. TURNER, P.E.
R PE 9 58201
1239 JABARA AVE.
NORTH PORT, A. 342M
PH. 94 1-380-1574
INSTALUTION DETAILS
0�1 5
CW&1059 -
S_
HEET
12 6 OF 6
Florida Building Code Online
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Custom Window Systems Inc.
Steven M. Urlch, PE
pprorved
Histo[y
Category: Windows
(717) 317-8454
Subcategory: Horizontal Slider
�"' .' u.— y .... e mvewec, ario munivo or we ru� anuior me LOMMISSion ir necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FIL 32399 Phone, 850�87.i824
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Equivalence of Product Standards
Certified By
FL17355-R3
Affirmation
2017
Approved
19
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Kevin Pine
kpine@cws.cc
Erin Koss
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
Jlathrop@cws.cc
Windows
Horizontal Slider
Certification Mark or Listing
Keystone Certifications, Inc.
Steven M. Urich, PE
C) Validation Checklist - Hardcopy Received
Standard
AAMA/WDMAjCSA 101/I.S.2/A440-08
ASTM E1300-04
yfflu
2008
2004
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Florida Building Code Online 11/26/18, 8:21 AM
01 affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are In
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity 0Yes ONo C)N/A
Product Approval Method Method 1 Option A
Date Submitted 09/14/2017
Date Validated 09/14/2017
Date Pending FBC Approval
Date Approved 09/15/2017
FL # Model, Number or Name I Description
17355.1 HS-620 Vinyl Horizontal Slider XO 1 HS-620 Vinyl Horizontal Slider, XO, Non -impact.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVIHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Max. sizes: 74" x 63" and 74" x 72". See installation
details for Cps. Glass complies with ASTM E1300-04.
Certification Agency Certificate
FL17355 R3 C CAC CAR 138-1315.j)d
FL17355 R3 C CAC CAR 138-1316.vd
FL17355 &a_C_CAC_CAR 138-1334.od
Quality Assurance Contract Expiration Date
10/16/2018
Installation Instructions
FL17355 R3 11 CWS-1031A (HS-620, XO).od
Verified By: Lucas A. Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17355 R3 AE EvaIRel2 CWS-103 IA (HS-620, XO),pjf
Created by Independent Third Party: Yes
117355.2 1 HS-620 Vinyl Horizontal Slider XOX I HS-620 Vinyl Horizontal Slider, XOX, Non -impact. 1
Limits of Use
Approved for use in HVHZ: No
Approved for use outside IHVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Max. size I 11" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2-
1/4. See Installation details for DPs. Glass complies with ASTM
E1300-04.
Certification Agency Certificate
FL17355 R3 C CAC CAR 138-1341.12d
FL17355 IQ_Q CAC CAR 138-1342.od
Quality Assurance Contract Expiration Date
03/30/2019
Installation Instructions
FL17355 R3 J1 CWS-1067 (HS-620. XQK),gdf
Verified By: Lucas A. Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FI,17355 R3 AF FvalRep CWS-1067 (jja-_62_0_X=jLdj
Created by Independent Third Party; Yes -
117355.3 1 HS-620 Vinyl Horizontal Slider XX I HS-620 Vinyl Horizontal Slider, XX, Non -Impact. I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Max. sizes: 74" x 63" and 74" x 72". See installation
detail for DPs. Glass complies to ASTM E1300-04.
Certification Agency Certificate
FL17355 R3 C CAC CAR 138-1328.pd
FL17355 R3 C CAC CAR 138-1329,12d
FL17355 R3_C_CAC CAR 138-1332.pd
FL17355 R3 C CAC CAR 138-1333.pd
Quality Assurance Contract Expiration Date
12/10/2018
Installation Instructions
FL17355 R3—ILCWS-1059 (HS-620, XX).Ddf
Verified By: Lucas A. Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17355 R3 AE EvalRep CWS-1059 (HS-620, XX).r)d
Created by Independent Third Party: Yes
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Contact Us:: 2601 Blal, Stone Road. Tallahassee FIL 32399 Phone, B50-487-1824
The State of Florida Is an AA/EEO employer. Cgovifolit 2007-2013 State of Flodda, :: Privacv Statement :: Accesshulltv 5tatempnt :: Refund Statemen
Under Florida law, email addresses am public records. If you do not want your e-mail address mleased In response to a public -records request, do not send electronic
ma 11 to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850,487.1395. -pursuant W Section
455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depa rmnent with an email address If they ha.
one. The emalls proWded may be used for official communication with the licensee. However email addresses a ne public record. If you do not wish W supply a
personal address, please provide the Department with an ennall address which ca n be made available to the public. To determine If you am a licensee under Chapter
455, F.S., please dick hme—
Product Approval Accepts:
IM in CFO] WR im
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