HomeMy WebLinkAboutNOA RECEIVED
SEP 16 2019
MIAM I-PADER ST. Lucie County, Permitting MIAMI-DADE COUNTY
-PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
Amarr Garage Doors dba Entrematie eN e%Py
165 Carriage Court
Winston-Salem,NC 27105 FILE uv
SCOPE:
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 Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where Cowed 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 or 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,
modify, 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 Velocity Hurricane Zone.
DESCRIPTION:Model 500 Classic Garage Door up to T-01'Wide
APPROVAL DOCUMENT:Draw g No.IRC-5309-185-21-1,titled' odel 500 Classica 1000,2000
Flush,Bead,Raised and Recessed PaCn " sheets I through 3 of 3,d 9/11/2008,with revision A dated
I om.
11/07/20 10,prepared by Amarr Garage Doors, mas L. Shelmerdine,P.E. on
01/29/2019,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance
number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence,
Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable,
installation instruction drawing reference number,approval number(NOA),the applicable test standards,and
the statement reading'Miami-Dade County Product Control Approved' is to be located on the door's side
track bottom angle, or inner surface of a panel.
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 the job site at the request of the Building Official.
This NOA renews NOA#17-1010.11 and consists of this page I and evidence pages.----, 3. as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
pages -3 as
MIAMI-DADECOUNTY
NOA No.18-1226.07
III `"'• , Expir ate:April 29,20�24
Approval
ate.
pproval Date:
Page I
W/V
?IXW ZV
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous NOA's
A. DRAWINGS "Submitted under NOA #12-0228.11"
1. Drawing No.IRC-5309-185-21-I,titled"Model 500 Classica 1000, 2000 Flush, Bead,
Raised and Recessed Panel", sheets 1 through 3 of 3, dated 09/11/2008,with revision
A dated 11/07/2010,prepared by Amarr Garage Doors, signed and sealed by Thomas
L. Shelmerdine,P.E.
B. TESTS "Submitted under NOA #12-0228.11"
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D 1654 &ASTM B 117,prepared by Architectural Testing,
Inc.,Test Report#A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph
A. Reed,P.E.
"Submitted under NOA # 09-0312.06"
2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
'2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind.Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
5)Tensile Test,per ASTM E8
Along with marked-up drawings and installation diagram of Amarr 9'x 8' 24 ga steel
garage door Model 500 Classica 1000,prepared by American Test Lab, Inc, Test
Report No. ATLNC 0825.01-08, dated 10/07/2008,signed and sealed by David W.
Johnson,P.E.
C. CALCULATIONS "Submitted under NOA #12-022811"
1. Anchor calculations prepared by Structural Solutions,P.A., dated 01/25/2012, signed
and sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the.51`edition(2014)FBC and no financial
interest issued by Structural Solutions,PA., dated 04/08/2015, signed aq sealed by
Tomas L. Shelmerdine,P.E.
0¢fjD/�15
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 18-1226.07
Expiration Date:April 29,2024
Approval Date:April 18,2019
E-1
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Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under NOA#17-1010.11
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
=(2017)
F. STATEMENTS
1. Statement letter of conf ance to 6 h esued by tructural
Solutions,PA., dated 09 /2017, signeas L. elmerdine, P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.18-1226.07
Expiration Date:April 29,2024
Approval Date:April 18,2019
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Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. New evidence submitted
A. DRAWINGS
1. Drawin No.IRC-5309-185-21-I, titled" odel 500 Classica 1000,2000 Flush, Bead,
Raised d Recessed Panel", sheets 1 ugh 3 of 3, dated 09/11/2008,with revision
A dated /07/2010,prepared by Garage Doors, signed and sealed by Thomas
L. Shehner ' e P.E on O1/ 9.
B. TESTS
1. None.
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 no change of product, dated 12/14/2018, signed and sealed Thomas
L. Shelmerdine, P.E.
d��o/2a�9
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.18-1226.07
Expiration Date:April 29,2024
Approval Date: April 18,2019
E-3
i
14 GA 125'X125'XI
PUNCHED ANGLE ATTACHED TO .
ADJUSTABLE SLIDE ON TOP 14GA CENTER MDRE ATTACHED 2• 14 GA 1.25'X L25'X I'
FIXTURE WITH m 5n6'X 3/4• V/(4)v4•x 3/4' PUNCHED ANGLE ATTACHED INTERIOR OF GARAGE
BOLT Atm MIT >:,;/ HEX HEAD SCREWS TO ADJUSTABLE SLIDE ON
IS GA GALV.COMMERCIAL ADJUSTABLE SLIDE ATTACHED
TOP ROLLER BRACKET WITH(2)5/16'X 3/4'ELTS TOP FTKTURE WITH(1)5/16' MAX, WIDTH 9'0'
ATTACHED V/(4)1/4'x AND NUTS 24 GA SKIN X 3/4'BOLT AND NUT
3/4•HEX HEAD SCREWS1/4'' V/BAKED ON P(B_YESTER FINISH ADJUSTABLE SLIDE ATTACHED
PER BRACKET WITH(?)5/16'X 3/4'
9r'Y!.`iR MEN
AND NUTS
3g22f�A R-TRUSS S`�•y-''
ATTACHED V/f2)1/4'xI_, DESIGN LOADS
3/4'HEK HEAD SCREWS +244.8 LBS/FT
_(D 5/
3 8'X 22 GA R TRUSS r 10. LER EACH(ENTER STILE _. SEE NOTE 2
ATTAq®V/(2)L4'X 3/4' V'. AND U) 36' -279.0 LBS/FT
HEX NERD SCREWS PER STILE T RETAIMER USED FDR
FASTENERS
YPICAL CENTER HINGE coFnFlCATIONs AND NOTES
TYPICA FIXTURES
NTS. ,ry> 3'z 20 GA STRUTS 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
U//Y /(1)PER SECTION FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
2•m HALL\ 14 GA TRANSFERRED FROM THE DOOR:
ROLLER V/9' TEM HINGE ATTACHED
AND m RETAINER USED R /ry 1/4•x 114• 2,EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
32'RIX. THREADED SHM PER R HEX HEAD SCREWS +244.8 1135/FT k -279.0 LBS/FT
SECTION AY.KEI1 - 3.DOOR AND HARDWARE WALL BE DESIGNED,MANUFACTURED
rJy T
AND WSTALLED.WA7H STANDARDS AS SET FORTH BY DASMA.
14GA SHEARED 14GA RaLER CANODS ATTACHED
END )� 4.DOOR SECTIONS SHALL BE 24 GA MIN.EXTERIOR SIGN
CARRIER ATTACKM3 END STILE v/(4)1/4• 3/4' 14 GA ROLLED FORMED.Y!/BAKED ON POLYESTER FINISH
R-TRUSS CR t3)L4'x 3/1 .'eY::'.5`a'-.......�*F v x
HEX HEAD SCREWS PER GARNER HEX)EAD SCREWS PER[HINTER 5.DOORS UP 7O 14'0'HIGH USE(1)3 5/e'R-TRUSS AND
3 5/B'H X 22 GA (1)3-20 GA STRUT PER SECTION
oor� I GALV.STEEL S.RUM TO TABLE 1 FOR TRACK ATTACHMENT SCHEDULE
2 3 3 S/W 22GA R-TRUSS SLIDE LOCK ENGAGES INTO VERTICAL DI PUS ATTACHED
N H H ATTACHED W/(4)1/4•x TRACT(ON BOTH�s(SNAP LATCH. W PER SECTIM 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
3/4•NEX HEAD SCR[VS Arm GR LOCK BAR OPTIONAL)ATTACH V/(4)1/4' 3/4' BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
C2)AT EACH(ENTER STILE V/(D V4'x 3/4'IE%HEAD SCREWS HEX HEAD SCREWS INDICATED ON THIS DRAMNG IN ADDITION 10 OTHER LOADINGS.
AT EACH END STILE, 8. THIS APPROVAL REQUIRES THE MANUFACTURER 10 DO TESTING OF
C2)AT EACH CENTER ALL CORS USED 1n FABRICATE DDDR PANELS UNDER THIS NOTICE OF
STILE ACCEPTANCE A MWIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH i
5 ' ICAL END HINGE COIL AND TENSILE TESTED ACCDRDING TO ASTM E-8 BY A DARE
4 3 COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER
EVERY 3 MONTHS,4 TIMES A YEAR.THE MANUFACTURER SHALL MAIL
TO THIS OFFICE: A COPY OF THE TEST REPORTS MTH CONFIRMATION
THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE
27a• A MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT i
5q FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF
9'-0'MAX TWO f2) Or THREE f3) BOOTTOM BRACKET 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR
AT>DN VENTS 15 So INCHES ��� CHED
O W HEAD SCREWCH x S• DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE
NTS 0 Ny mmupH IF TET m DATE lay
3.20GA rrRlrr ATTACHED V/ - ED T STEEL RETAINER A LR RED TO RRC 2010 11/7/IO DD
W/CONT.BTM SEAL
(2)1/4'X 5/8•HEX HEAD SCREWS -y - �.•x'r n•r cv
AT
EACH END AND CENTER STILE $ECTION A-A (SIDE VIEW_) MAX SIZE •' ` Aa
BOTTOM BRACKET B'x 14' �•r S�+ c
•• 13 GA ATTAFJ® OPTBINAL VENT DETAI 5 N.T.S. $ �V_d11L""���'�/f�� zu
W/(3)L4'X✓/0• NTS ••
r m BALL STEEL iZmlEit VS'STEM )EX HEAD SCREWS
DESIGN LOAD ¢
AND fl).RETAINER USED FOR +54.4 PSF L
THREADED SHMFTS PER ROLLER
-62-0 PSF o�: [L •'' Ti.
TYPICAL BOTTOM BRACKET42
/T \ E3 Q_(�• ; _5i
V®0 BLOCKEACH
' BEHIND END SESCT7T1OEINS) ;Q3 3/1HIM. f2)PER SECTION W7FLUROSLEgALMISSILE LARGE MI SIDE®M f-1/2 X 2-5/8'X 31-V2 C32' LARGE
F 2-5/8 X 27-0/2' 8' TLONG
NSTALLERJ • r•�-
�
'
-1/r%2-5/8'%21F1/r til'SECTlmm 20 GA,DALY.STEEL END STIIE •x•'
l-Vr X 2-5,8'%17_1,8'(18'SFJ:TIUNS) TTA,.WITH(1^J CLINCHED IMPACT RESISTANCE REIMPASISTANCE F am
20 GA CENTER S M.
CONT.ATRB AL ETIMB JA2X4 !LrS
SPF
5/16'x 1 5/8'LAG
(NQ 2 OR BETTER) '
SCREW a)PER _ PRODUCT RENEWED
JAMB BRACKET .c {' - `�' "T .'Z{w \[: •GALV.STEEL TRACK as eomplyln9g with the Florida
• d ; -:R 4 4:E y'Ay!3•• h� �' 1z.. CK THICKNESS.DBT Bu11d1n8 Godo 145 CARRIAGE COURT VDETOa-SN.EM,ML 2ri05 HIIIIAHIAfBR.taR
s/em X NOA-No. 76-1226.07 Model #500 Classica 1000, 2000
M3 I4GA SHEARED ROLLER
Q)1/4-20 x 5/B'TRACK (3 5/8'R-TRUSS) CARRIER ATTACHED TO R-TRUSS FJ[Iratlon Dat D4l29/2U24 FLIISB,BEAD,IRAIBI�dI•ID RECESSED PANEL
SPLICE BOLT AND NT PER V/(3)W4'x 3/4' P
JAMB BRACKET TRACK MOUNTING DETAIL NEX HEAD SCREWS By SMDIMLNBY S(y DARE wi/m IRC-5A"Hi�$-21-I !
NTS. Mlaml-0ad Product Control (j CEO®BY 90' DATE 09/R/OE i
DOM WAS L MOM P.E.LIC Ii 009579 SIM I OF 3
j
WOOD JAMB ATTACHMENT TO STRUCTURE
2 X 6 [ IAMB ATTACHMENT TO WOOD FRAM-aLICOJRF
5AI %3'lAG SCREWS S 11ME? fi'FROM ENDS TH[]i 20'OL.(1 1/2'EMBmMF70)
T X 6 VEFMC•1 IAMB ATTACHM"^TD 2000 PST THEN COHTHEN
—14 24•O.C. 2 1 2•ETABmM
SLEEVE ANCHOR]/B•X 2-3 4 ST
RW/RVASEI REDHEAD(IRU-BOLT)3/B'X 4'STARTING B'FROM ENDS THEN 24'O.C.(2 1/2EMBEDMENt)
SIMPSON TffET1 SCREWS STARTING 6'FROM ENDS.USE PAIRS OF FASTENERS(3 APART)
AT B'O.C.(1 1/2•EMBmMENh
HTI 1/4'X 2-3/4•XWIK-CON II+SCREWS STARTING 5'FROM EARS,USE PAW OF FASTENERS(3'APART) �
AT LL'O.C.(1 1/4'EMBEDMENT)
2 X 6 l C AMB ATTACHUFNT TD CROIrr.�T C-TIO BLOCK(2000 PSI GR(NfYI
HILTI SLEEVE ANCHOR 3/8'X 2-3/4'.STARTING 6'FROM ENDS THEN 20•D.C.(1 1/4-EMBEDMENT)
(OR 115E FASTENERS FOR HOLLOW9:;C
C- BLD
:LAGS AND BOLTS CAN BE GO UNK TO PROVIDE A SH MOUNTING SURFACE
13 GA. FLAG BRACKET ATTACHED TO WOOD - •PREPARATION IF wooD JAM Br OTHERS I
JAMB
W/(3)'5/16 DIA.X 1-5/8' LAG BOLTS AND TO WOOD CONCRETE HOLLDW BLOCK GROUfm BLOCK I
TRACK W/ (4) 1/4'-20 x /B TRACK SPLICE STRUCTURE STRUCTURE STRUCTURE STRUCRIRE
BOLTS AND NUTS T
r � I
IIII -� 1
� TIP. 3•MW
SPLICE TRACKS AT THIS LOCATION
a6 SECURE Too JAMB RACK 3P IC16B DTA:1Ns e' PRODUCT RENEWED
WTH() / / as complying with the Florida
LAG BOLTS.(1)AT SPLICE LOCATION AND Building Code
(2)IN UPPER PORTION OF FLAG BRACKET 1 NOA-No. 16-1226.07
Expiration Da 412 912 0 2 4
BY
MlamWade ProdUet Control
TEV 1 DEMBN N ff Atlt9Qtt5 I DATE Eg
(1)5/16• La x 1-5/B• A UUTID MRC 2D0 TIppD LC
LAG BOLT TTACESED TO JAMB
AT EA. JA BRACKET ............ i s
MAX SIZE �,- •. •� -,�,
S'.14'
12 GA ALV. STEEL E :�(�`-:''• '• ••�'. s e
(SPLICE) JAMB B ACKETS DESIGN+54.4 Pg �• ••�'/ B
H ATTACH W/(1)1/4'-20 x 5/8• w ND.r4P
THROUGH TRACK PLICE BOLT k NUT -610'PSF as {{esBTd Y4 f
F x LARGE MISSILE •+%'.:04 ,
g L ' rd' i IMPACT
2 FL •.., a�
S = � o RESISTANCE �
2 aro
A i vs caaaArs mxr vlraTw-sALE1L Kt anus vwauwRmL
E.IAMBB�A I
ET SPACING Model FLUSH0Classica 1000, 000
AND BEAD PANEL
TRACK CONFIGURATION F 6" UP TO 1,V TALL DOORS AVAILABLE TR CONRGURATI SMI DRAVAIT ZVI W'IE MAIM RAMS Rmn
N.T.S. B 1 MID LR scr I DATE 09AI/0B IRC-5309-185-21-1
BTOMBB MUS L gB1tId11IE P.E LG NA mol MIT 2 tF 3
I
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TABLE 1
DOOR TRACK ATTACHMENT OPTION 1 SPLICE
HEIGHT A B C D E I F I G H I J K L M N S TABLE 2
A0,400 GA 84s V*T'kgW ;�zvx�' <s���"uc3� TOP FIXTURE REINFORCEMENT sttleLocations
T 3 1 56" 68 76' ILLUSTRATION (Measured From Left
_____ -__ w; e�' 1 ` 54�2T,, 8i 6c�>J6,•w 88 )$_, � ,,,, _ O section Edgel Panel Arrangements
-'� Width to Spacing
B 3 14 27" 38 46 56" 68 78 88
,� 1 ,,; y •., Vii_ �, � -, Wi th Width Height(s) 1st 2nd 3rd Leading Between
4-60 WA9' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" (ft) (in) (in) (in) (in) (in) Embossment Embossment
4tTa;36' 45 $8 7 ';88 98d.�,.��zxn., Edge(in)
E Pairs.(tn
RIM
10' 3" 14" 2T' 38" 46" 56" 68" 78" BS" 100" 112" ` -.. V"` 3 I " ass1
•6" 90 18&21 22.487 44.93H 67.389 2.036 4.0130
xr1` 3
ma gn M W W 6811
11 3 14 27 38 46 56' 68 78"188" 100" 110 124 T-11" 94 18&21 23.577 46.939 1 70.299 3.126 5.820
"MIM, 4� 34 2 $8u OA 1� X20 TRUE
12 3 14 27 38 46 56" 68 78 88 100 110 122 136
s� 1oz lee z1 zs o63 sos.a 7..613 s.su seas
13' 3" 14" 2T' 38" 46" 55" 68" 78" 88" 100"114" 122" 134' 14B" TOP FIXTURE ADDER PIECE ��`;__ 13
8 10 106 IB&21 27.063 .52938 78.813 6.612 10.648
?.,9+11• _ ..,....'_-... . ....
c°t 12} ��.; 8y +}fi1 56, 68.7$r H8 ll0,, ID9 122,:734 rye fiu3 "3 Veba E n �ssi rs 93iF vs �i 5"
:_-, �,
14 3" 14'127" 38" 46"1 56" 68" 78" 88" 1013" 114"1122"113,V'1146" 160" I U ♦rte
L� 0
ALL TRACK ATTACHMENT SPACING +/-2' ALLOWED TIP wry
WITH SYP OR SPF NO. 2 OR BETTER ONLY
9P � ICOMEft�tC VIEV
Ib•
DOOR TRACK ATTACHMENT OPTION 2 SPLICE
HEIGHT -A B C D E F G H I J K I L I M S
- NGT>=s: sn os�Dox ff e[mas DA>E
7 3.5" 10 22' 34 46 56 76 1.ZINC COATING
.. 2" MATERIAL YIELD STRENGTH: 35-49 KSI. A OA M M FDC 7010 11/7/10
1.y_3S'7 x a T 3.MATERIAL HARDNESS: 50-60 ROCKWELL B.
8 3.5" 10 ZZ' 34 46 56 70 gg 4.MAY BE USED
1.25'X125*. X 1' X 14 GA PUNCHED ANGLE
n MAX SIZE
1 4 1. 9 ■1a .�...... "=
9 3.5" 10' 22" 34 46' DESIGN LOADE
E •••'
I _3•"d_T!"
EEO s ttti ,r u v _i +54.4 P9F � : JC •' V
10' 3.5" 10" 22 34" 46" 58" 70" 82" 94" 112" -s2 0 PSF rr 'lr• =e
Emig M—M-61—gam
R 11 3.5" 10 22 34 46 58 70 82 94 106" 124" Eo
y ROWDY' -4
12' 3.5" 10" 22" 34" 46"58" 70" 82" 94" 105" 118" 136" LARGE M1T a •• '•
IMPACT o� •�y_
26 .1uj,�'Z2r Y :; Dr 4. �Q sdE._. �"k' ?12 T
RESISTANCE € FL
13 13.5" 10 22' 34 46" 58 70 82" 94 1D6"'I 130" 148"
N n t t ' 3 ry7 r ="yz `R'. PRODUCT RENEWED :C !1( pl fd li
14' 3.5" 10" 22" 34 46" 58' 70" 82" 94' 106"118"130"142" 160" as complying with the Florida `�
Building Code ybq �r VD=*-saw,8c znus vwA
ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED .OA-No. 18-1226.07 Model #500 Classica 1000, 2000
WITH SYP OR SPF NO. 2 OR BETTER ONLY Explratlon D 04129/2024 FLUSH .AND BEAD PANEL
By 92F DRAIN DT SR DALE D9/11/113 MAYO 1111110
Miami-0a Product control 9 I 0M BY 9111 1 DALE DR/11/011 IRC-5309-185-21-1 i
FNWFBt'7110YA5 L SHB10RD1d P£I1C Nn OMfl579 SHFII 3 ff 7
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