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MIAM I•MDADE MIAMI-DADS COUNTY
EM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Nflarni,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadea"y economy
Rollingshield,Inc.
9875 N.W.79"Avenue
Hialeah Gardens,Florida 33016
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 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 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 High Velocity Hurricane
Zone of the Florida Building Code.,
DE sm-PTION: 11 RS-1 High Velocity"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 0 1-12(RS 1-06),titled"RS-1 High Velocity Shutter System",sheets I
through 9 of 9,&2A of 9,prepared by V.M.Engineering, last revision#5 dated April 22,2015,signed and sealed
by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of
Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSELE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS201,TAS-202,
and TAS-203,unless otherwise noted herein.
.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#15-0505.01 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4&
E-5 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
NE12611M%, NOA No. 16-0725.01
'MIAMMADE COUNTY= Expiration Date:01/19/2022
Approval Date:09/15/2016
Page 1
Rollingshield,Inc.
.NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL,9 06-0822.03
A. DRAWINGS
1. Dr•mving No. 06-003RSI, titled "RS-1 High Velocity.Shutter System ", sheets 1
Through 9 of 9,prepared by 6•: :1(1. Engineering; dated July OS. 2006 last revision
41 dated November 25, 2006, signed and sealed by_Morgan I�illanueva, P.E.
B. TESTS
1. See Association's generic approval cinder 06-1826.
C. CALCULATIONS:
1. See Association's generic approval cinder 06-1826.
D. QUALITY CONTROL
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATION:
1. See Association°8 generic approval under 06-1826.
F. STATEMENTS
1. Release letter issued by 11'atiorral SJrcctter Association, dated October 19, 2006,
certifying this product to meet the criteria of product tested and approved, and
allowing Rollingshield, Inc.. to use the test results approved under:?1liami-Dade
County Approval JV6. 06-1826, signed by Jose Delgado.
2. _Acknolvledgrnent letter by Rollingshield. Inc., dated October 27, 2006,.signed by
Jose Delgado.
3. Letter issued by V 141. Engineering, dated October 19, 2006, certifyiRg that the
drawing(.Vo. 06-003RS1)prepared for Rollingshield, Inc., signed and sealed by
illorgan Villanueva, P.F. is engineering tia.ise identical to rational Shutter
Association generic drmving(A'o. 06-00=1RS1).
1. Acceptance.Letter issued to 111r. .lose Delgado on Deceinber 10, 2006 and returned
.signed by.11r. Jose Delgado on December 11, 2006. indicating to please issue the
proposed Notice ofyieceptance as submitted and reviewed
2. EVIDENCE SUBiti'IYFTED.UNDER PREVIOUS APPROVAL 1407-0206.03
A. DRAWINGS
1. Drawing-Yo. 06-003161, titled "RS-1 High Velocity Shutter System". sheets 1
thr u. 9 of 9 &2,4 of 9,prepared by V. .ilf Engineering, dated 07/05/2006, last
revision F2 dated 11/10/2006, signed and sealed by Morgan Villanueva, P.E. on
02,10210 7
6-41elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 16-0725.01
Expiration Date: 01/19/2022
Approval Date:09/15/2016
E-1
'1
Rollingshield.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 00-231-2.
C. CALCULA'T'IONS:
1. See Association's generic approval under 06-2372.
D. QUALITY CONTROL
1. By A.,iami-Dade County Building Code Compliance Office.
E. ILATERIAL CERTIFICATION:
1. See Association's generic approval under-06-2372.
F. STATEMENTS
1. Release letter issued by National Shutter Association, dated October 19, 2006,
certifying this product to meet the criteria of product tested and approved, and
allowing Rollingshield, Inc. to use the test results approved tinder Afiami-Dade
Cottnry<lpproval No. 06-2372, signed by Jose.Delgado.
2. Acknoivlec�;rnent letter by Rollingshield Inc., dated October 27, 2006, signed by
Jose Delgado.
3. Letter•isstted by l'. .r1d. Ftrgirieering, dated October 1.9, 2006, certifying tltcrt the
drawing(7\76. 06-003RS1)prepared for•Rollingshielcl, Inc., signed and sealed by
Morgan Ltllanueva, P.E. is engineering wise identical to,national Shutter
Association generic drawing (No. 06-001RSI), revision -1;-.42.
.4. Acceptance Letter issued to Cllr. Jose Delgado on December 09, 2006 and returned
signed by Alr. .Iose Delgado on December 11, 2006, indicating to please issue the
proposed A"otice of Acceptance as submitted and reviewed
3. EVIDENCE SUBNTITTED UNDER PREVIOUS APPROVAI:909-0601.1.3
A. DRAWINGS
1. Draiving No. 09-008RS1, titled "RS-1 High 4'elocity Strutter System sheets 1
thru. 9 of P. &24 of 9.prepared by V M. Engineering, elated 0.5/1=1./2009, last
revision -43 dated 0,11412009, signed and sealed by Morgan Y'illanueva. P.F. on
05,'27/09.
B. TESTS
1. See Association's generic approval tinder 09-0830.
C. CALCULATIONS:
1. See Association's generic approval under 09-0830.
elmy A. makar,P.E.,M.S.
:Product Control Section Supervisor
NOA No.16-0725.01
Expiration Date:01/19/2022
Approval Date:09/15/2016
E-2
Rollin shield,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY CONTROL.
1. By bfiami-Dade County Building Code Compliance O rce.
E. MATERIAL CERTIFICATION:
1. ;S'ee Association's generic approval under 09-0830.
F. STATEMENTS
1. Release letter issued by National Shutter Association, dated:1'fay 21, 2009, certifi_ling
thisproduct to meet the criteria of product tested and approved, and allowing
Rollingshield Inc. to use the test results approved tinder Aliami-Dade County
Approval No. 09-0830, signed by Jose Delgado.
2. Acknolvledgment letter by Rollingshield, Inc., dated May 21, 2009, signed by lLfr.
Jose Delgado.
3. Letter issued by t' M E""ngineering dated allay 21, 2009, certifying that the drativing
(2\76. 09-008RSI)prepared for Rollingshield, Inc., signed and sealed by_Morgan
Villanueva, P.E. is engineering wise identical to;National Shutter Association
generic drawing (No. 09-016RS1), elated lay 29, 2009.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1227.04
A. DRAWINGS
1. Drawing Xo. 12-2011(RSI-06), titled "RS-1 High Velocity Shutter-System
sheets 1 through 9 of.9, & 2A of 9,prepared by 1'. :11 Engineering, dated
12,L76/2011. last revision #4 dated 12.12612011, signed and sealed by_'Morgan
Villanueva, P.E.
B. TESTS
I. See Association's generic approval under 12-0074.
C. CALCULATIONS:
J. See association's generic approval under 12-0074.
D. QUALITY CONTROL
1. By A larnl-Dade County Department ofPerrnilting. Environment, and Regulatory
flffarrs(PER-4).
E. MATERIAL CERTIFICATION:
1. See Assoc•iation's generic approval tinder 12-0074.
&94
my A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.16-0725.01
Expiration Date: 01/19/2022
Approval Date: 09/15/2016
> -3
Rollingshield,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Release letter issued by National Shunter,4ssoclatlon, dated January 13, 2012.
certifi%ing this product to meet the criteria ofproduct tested and approved, and
allowing Rollingshield, Inc. to use the test results approved under-Miami-Dade
County Approval Vo. 12-0074, signed by Jose Delgado.
2. 4cknovaledan?ent letter by Rollingshield, Inc.. dated January 13, 2012, signed by Mr.
Jose Delgado.
3. Letter issued by V M Engineering, dated January 13, 2012, certifying that the
drmving{-Ao. 12-2011(RS- 1-06)prepared for Rollingshield, Inc., signed and sealed
by:Morgan Villanueva, P.E. is engineering ivise identical to!National Shunter
Association generic drmving.
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0505.01
A. DRAWINGS
1. Drawing 11%o. 01-12 (RS.I-06), titled `'RS-1 High I7 elocitj),Shutter System", sheets
1 through 9 of J; & 2,4 qf9,prepared by 1-;' M. .Pngineerin,;, last revision 45 dated
April 22, 2015, signed!and sealed by tllorgan Villanueva, P.E.
B. TESTS
.1. =None.
C. CALCULATIONS:
1. Vone.
D. QUALITY CONTROL
1. By jViaini-Dade County Department ofRegulato7y and Economic Resources
(RIs R).
E. MATERIAL CERTIFICATIO\:
1. A"017e.
F. OTHERS
1. 1{'lorida Building Code, 2014 Edition, compliance letter,prepared by V. IV
Engineering, dated May 12, 2015, signed and sealed by(organ Villanueva, P.E.
Julmy A_Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 16-0725.01
Expiration Date: 01/19/2022
Approval Date: 09/15/2016
E-4
Rollinashield,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
6. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Mone.
B. TESTS
- ' 1. -`one.
C. CALCULATIONS:
1. -one.
1). QUALITY CONTROL
1. By j1diami-Dade County Department o_f RegctlatoTy and Economic Resources
(RER).
E. MATERIAL CERTIFICATION:
1. 'one.
F. OTHERS
1. Florida Building Code, 2014 Edition, compliance letter,prepared by 17 :lf
Engineering, dated July 19, 2016 signed and sealed by-_Llorgan Villanueva, P.E.
I Ir f ,
� elmy A. Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 16-0725.01
Expiration Date:01/19/2022
Approval Date:09/15/2016
E-5
,
1. THIS SHUTTER ACCORG)ON "RS HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE 7,CONTRACTOR 'SHALL VERIFY THC EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE •,)� A fi 1
FLORIDA BUILDING CODE EDITION 2014, AS PER TAS 201-114, 'TAS 202-94 't TAS 203-94 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. ZTjK A m
PROTOCOLS FOR HIGH-VELOCITY HURRICANES ZONES,AND AS PER AMERICAN TES71NC LABORATORY WITH THE ^
TEST N0. 4980. CONTRACTOR"TIAL!-BE RESPONSIBLE FOR: �.7a't,;I r. e
THE DESIGN LOADS COMPLY WITH SECTION 1520 Of THE FLORIDA BUILDING CODE EDITION 2014. THE WIND -VERIFY THE'EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WIT 1. BE,INSTALLED TO PREVENT Z vk,�
ANY DAMAGE TO EXISTING STRUCTURE. �= 5"'�R
PRESSURES SHOWN IN THE TABLES ON SHEETS{6 OF 8)AND (7 OF 9) IN THIS DOCUMENTS ARE AS PER ,-SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EOCE5 IN CONTACT WITH THE STRUCTURE TO
FOC 2014 EDITION (ALLOWABLF SERVICE DES:CN),TO OBTAIN THE EQUIVALENT ULTIMATE WIND PRESSURCS. PREVENT ANY DAMAGE DUE TO WIND AND RAIN N7!.1 a IT 7 It
DIVIDE THE WIND PRESSURE SHOWN IN THE TABLES ON SHEETS {6 OF 9}AFtD{7 OF 9}OF THIS -SELECT THE PROPER TYPE OF INSTALTANON TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFE?OF r' �P, Y
DOCUMENT BY 0.6 FACTOR, (ULTIMATE FACTOR DESIGN). IN ORDER TO VERIFY THAT ANCHORS ON THIS -IAS PRODUCT. / Two �', r•
PRODUCT APPROVAL DOCUMENTS,AS TESTED,WERE NOT OVERSTRESSF-O,A 339 INCREASE)N ALLOWABLE -IF IN AN'f CASE CONTRACTOR NEEDS ILIO MADE M^1'!M10D1FtCATIQN klE: SHF. SHgULD COMMUNICATE
STRESS FOR WIND LOADS WAS,NOT USED IN THEIR ANALYSIS,AND IN THE LABORATORY THE TEST LOAD WAS IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION.
509 MORE.OF DESIGN LOAD. r/
THE: RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR (MPACT AND FATIGUE: 8,A LAfl£L. �HACL BE PLACED FOR EYERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON /y_
RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY, THE LASEL SHALL
Or PLA ED 2 OR 3. °' u
AND LAST BUT NOT LESS, THE R3-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY SE LABEL SWELL READ:
INSTA.LED AT HIGH VELOCITY HURRICANE ZONES(H.KH.Z,}" RS-1 ALUMINUM AC Q0RDt0N,
2.ALL ALUMINUM EXTRUSIONS St OL.L.RE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER,WITH ROLLINGSHIELD INC.
FY - 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). MIAMI, FLORIDA
MIAMI•-DADE COUNTY PRODUCT CONTROL APPROVEO.
3. SCREWS SIR'L BE: 9. THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY
-ATSi SERIES 304 OR 316 STAINLESS STEEL, Fy-35ksi MIN. YJITH T)JC SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
CARBON STEEL CORROSION RESISTANT AS PER DIN 90018, Fy-SM.L PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
4, DOLTS SHALL BE: 10. THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN 11MEETS THE FOLLOWING TERMS:
- T4•-2024 ALUMINUM ALLOY AND TEMPER. Fyr 18ksl MIN. -PLANS SHALL BE SIGNED & SFALEO BY THE ENGINEER OF RECORD.
ASTM A--207 GALVANIZED STEEL,Fy- 5Ok2i -NO MODIFIC/7IONS MID/OR A!TFRATIDNS MAY BE MAOF BY ANY MEANS.
- AISI SERIES 304 STAILESS STEEL, Fy-35k0i MIN, ■S
11.'THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIi, SITE. tm p
S. ANCHORS TO WALL SHALL BE AS FOLLOWS:
(S.1) TO EXISTING POURED CONCRETSt (Min. f0 3 ksi) art n:s:+.;.u• a,d::;:;:F!a;'n su .;•O,y�'
-- 1/4"0 EAPCON ANCHORS AMD 1/4"0 MAXI-SET TAPCON,AS MANUFACTURED BY I.T,W, RAMSET/ RLD HEAD,
-• 1/4^0 CRETE-FLEX, SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. Ac:41N1+:^til:l__,_„
4
T1_
•-
1/4"C x 7/8"CAt K--IN ANCHORS AS IdANUFACTUitEU BY Au.POWERS owCriS I'AS7Et{ERS1��/'J),/ W ci:-�aw-r•
NOTES: )23'Fl.-G._: . /t•'m^,',Fi_
5.1,))MiNIM',1M El.LRFDMFNT INTO POUREO CONCRETE 0=TAPCON ANCHORS IS 1 3/4". �rr 3 dt•LI;:tn#;],�$c ,::...�t.:n:c);+a \�� //r
5.1,2) M11NI1AJM EMOCOMF.NT OF 1/4"0 CALK-IN ANCHORS SHALL UE 7/6" INTO THE POURED CONCRETE. �1 5
NO EMBEDMENT INTO STUCCO SHALL BE PERMiTTEO. 1/4"0-•20 S.S.MACHINE SCREW USCU'TOGETh:ER 'llITH {0 �L2 15 17 �9 Yj1 (' l.•1,Q,(7),@ + !1 OR ��/ � .N4t•""�:aL1+ ,
1/4"d CA_IL-IN ANCHORS. ' ' `
5.2) IN CASE THAT PRECAST STONE, PRECAST CONCRET PANELS, PAVERS OTT ANY VENEET(BE FOUND ON - ! .._ " .-., �➢ ,��+ 4
THE EXISTING WALL OR FLOOR, ANCHORS SHALL. BE LONG ENOUGH TO REACH )FIE MAITI STRUCTURE BEHIND ,.�._.__........., ... - •T-/ r
l-.
SAID WALL.FINISHES.ANCHORAGE SHAt L.BE AS INDICATED ON NOTFS 5,T.))h $A.2)ABOVE. \4�OR •'k; _ ��
OR � --
{5,`) TO EXISTING CONCRFTF PLOCK WALI: /;, � "1 I I)�( {{ty�� TYP �1 �l`.1'� + `_i) ^"����
-• 1/4'0 TAPCON ANCHORS AND 1/4'0 MAXI-SET TAPCON,AS NIANUFACTUPED DY LT,ia. RAMSET/RED iiG1D. L 1c•c^• U �i II ({ 'I _,_� A Q •0+�>:�
t 4"0 CRETE-FLEX SS4 ANCHORS,AS MANUFACTURED BY EI.CO TEXTRON. �• "`•••r"`
- ON
1 7/8" CALK-IN ANCHORS AS MANUF,%CTURED BY ALL POWERS FASTENERS n, A I I LOGS.
NOTES:
5.4.1) MINIMUM EMDCOME:Nr INTO CONCRETE BLOCK OF TAPCON S
WEDGE-BOLT ANCHORS, IS i )/a". Crwit �"G I� - E: PR ODUCTitRViSiTtr j
5.4.2) MINIMUM EMBEDMENT'OF 1/4.0 CALK-IN ANCHORS SHALL BE 7/8" INTO ThE POURED CONCRETE. {-- , .. I cs Building
�ing tciU qw F!r�+ir4, <->
NO EMBEDMENT INTO STUCCO SHALL BE PERMtZCD. 1/4"0-20 S.S. MACHINE SCREW USED TOGETHER WITH -)p C) DWid)nL1""MA-file,
1/4'•0 CALK-IN ANCHORS, N)`= D ;!;p"r 05'.05 ."0(Cl
0 1 ktpi Tian LAlu
5.5} IN CASE THAT PRECAST STORE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON t,a e'x `� ,,..- $ .,0• - 1�)
THE EXISTING WAIL. OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 'T'j j ...- M
SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED On NOTES 5.4.1) &5.4,2)ABOVE', c� (07•• a F D duct Control
(5.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF TPE:RECOMMENDATIONS ARID SPECIFICATIONS OF
THE ANCHOR'S MANUFACTURER. '
__ _..._......_.__. ...._.. ...... G
SHE SEE SCHEDULE BELOW FOR EDP,F DISTANCE(E.D.)VERSUS SPACING R£LATtONSIIIP FOR A4CFi0R5 ON "'" I •"" DATE;
SHEEP 7 OF 9. I .. D.A E: d•-22-201'i �-
6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES 2 4 8 g 20
-i2 OR 1 ' _ F.B.C.
_
ON SHEET'G OF 9). 08 4• ���a��',/11�
�/ " 1 (High VelxitY Hurncunr 7.0na)
FLOOR MOUNTING INSTALLATION SHAL I.DE REMOVARLE WHEN PERK FORMED ADJACENT TO AN OPERABLE EXIT TY IP CAI. )1 14 16 18 21 iQl; t� -}- OROR ENTRENL:E $HUTTEI (,E.VATIONC7' DWG Na:01-12 (RSI-06)
TYF 1`0e/00TTOM SHEET 1 OF 9
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