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MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11305 S W 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miatni,Flurida 33175-:27474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miami<lade aov/econornv
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
(AIIJ).
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 AIJJ(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 AI-IJ 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.
DESCRIPTION: "RS-1 High Velocity"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing.No. 01-12(RSI-06),titled"RS-1 High Velocity Shutter System", sheets I
through 9 of 9,&2A of 9,prepared by V. M.Engineering, last revision AS 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.
MISSILE IMPACT RATING: Large and Small Missile lin pact.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 TAS2017 TAS-202,
and TAS-203,unless otherwise noted herein.
REINE AL 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.
TERAMINATION 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 tenninate this NOA.Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
AI)4"ERTISEA,IENT: 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 415-0505.01 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4 &
E-S as well as approval document mentioned above.
The submitted docurnentation was reviewed by Ilelrny A.Makar,P.E.,M.S.
MIAMt•DADECOUNTY ;, ��4r/✓�� NOA\0. 16-0725.01
Expiration Date:01/19/2022
Approval Date:09/15/2016
Page 1
t
Rollingshield,.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL,#06-0822.03
A. DRAWINGS
1. Drawing No. 06-003RS1, titled "RAS 1 High Velocity Shutter,5 stem ", sheets 1
through 9 of 9,prepared by 6' 1V .engineering; dated July 05, 2006, last revision
#1 dated November 25, 2006, signed and sealed by:Morgan Yillanzreva, P.L.
B. TESTS
I. See Association's generic approval under 06-1826.
C. CALCULATIONS:
1. See Association's generic approval under 06-1826.
1). QUALITY CONTROL
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATION:
1. See Association's generic approval under 06-1826.
F. STATEMENTS
1. Release letter issued by A'cttiorial Slzztiter Association; dated October 19, 2006,
cerYif ging this product to meet the criteria ofproduct tested and approved, and
allowing Rollingshield, Inc. to us'e the test results approved under ltfiami-Dade
County Approval A'o. 06-1826, signed by Jose Delgado.
2. Acknowledgment letter by Rollingshield. Inc., dated October 27, 2006, signed by
Jose Delgado.
3. Letter-issued by V. Al. Engineering, elated October 19, 2006, certifying that the
drawing(Yo. 06-003RS1)prepared for Rollingshield, Inc., signed and sealed by
Aforgan Villanueva, P.E. is engineering tirise identical to Afational Shutter
Association generic drawing(Vo. 06-004.RS1).
4. Acceptance Letter issued to 11-fr. Jose Delgado on December 10, 2006 and returned
signed by illi•. Jose Delgado on December 11, 2006, indicating to please issue the
proposed Notice of lcceptance cis submitted and reviewed
2. EVIDENCE SUBibIPI'•1'ED UNDER PREVIOUS APPROVAL#07-0206.03
A. DRAWINGS
1. Drawing,Yo. 06-003161, titled "RS-1 High Velocity Slzzttter System", sheets 1
thr•u. 9 of 9, &2A of 9,prepared by V H. Engineering, dated 0710512006, last
revision ft2 dated 11/10/2006, signed and sealed by lMorgan Villammva, P.L. on
02,'02107.
lelmy 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
Rollingshield, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 06-2372.
C. CALCULATIONS:
1. See Association's generic approval under 06-2372.
D. QUALITY CONTROL,
1. By 1lv&ami-Dade County Building Code Compliance Off ce.
E. MATERIAL 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 under 11,fiarni-Dade
Counh,l4pproval No. 06-2372, signed by.Iose.Delgado.
2. flckr�or�lec�';rnent letter by Rollingshielrl Inc., dated October 27, 2006, signed by
Jose Delgado.
3, better issued by b'. M. Engineering, dated October 19, 2006, certif ing 1.ha1 the
drawing(1o. 06-003RS1)prepared for Rollin gshield, Inc., .signed and sealed by
Morgan Villanueva, P.E. is engineering ivise identical to National Shutter
Association generic drawing (No. 06-004RS1), revision ,;'2.
4. Acceptance Letter issued to Mr. Jose Delgado ori December 09, 2006 and returned
signed by Mr. .fose Delgado on December 11, 2006, indicating to please issue the.
proposed A`otice of Acceptance as submitted and reviewed.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09-0604.1.3
A. DRAWINGS
1. Drativing No. 09-008RSI, titled "RS-1 High F'elocity Shutter System"; sheets I
thru. 9 of 9. &2A of 9.prepared by V _V Engineering, dated 05/14/2009 last
revision 43 dated 05,114,12009, .signed and.sealed by kfor•gan i=illanueva. P.E. on
05,'27/09.
B. TESTS
I_ See Association's generic approval under 09-0$30.
C. CALCULATIONS:
1. See Association's generic approval under 09-0530.
elmy A. Makar,P.E.,N.I.S.
Product Control Section Supervisor
LOA No.16-0725.01
Expiration Date:01/19/2022
Approval Date:09/15/2016
E-2
Rollin shield,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBmu"r.I+l)
D. QUALITY CONTROL,
1. By Mianri-Dade County Building Code Compliance Offrce.
E. MATERIAL CERTIFICATION:
1. See Association's generic approval under 09-0830.
F. STATEMENTS
1. Release letter issued by National Shutter Association, dated:Clay 21, 2009, certii ging
this product to meet the criteria of product tested and approved, and allowing
Rollingshielcl', Inc. to use the test results approved under tlliami-Dade County
Approval No. 09-0830, .signed by Jose Delgado.
2. Acknowledo hent letter by Rollingshielcl, Inc., dated May 21, 2009, signed by A-Ir.
Jose Delgado.
3. Letter issued by T' M lsngineering, dated May 21, 2009, certifying that the drawing
(1%o. 09-008RSI)prepared for Rollingshielcl Inc,, signed and sealed by:Morgan
I'illanueva, .P.F. is engineering wise identical to National Shutter Association
generic drawing (Vo. 09-016RS1), dated May 29, 2009.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL.,#11-1227.04
A. DRAWINGS
1. Drawing 1Vo. 12-2011(RSI-00), titled ".RS-1 High Y"elocity Shutter Svstem
sheets I through 9 of 9, & 2A of 9,prepared by K Aff F_ngineering, dated
1212612011'
. last revision 14-=7 dated 12.12612011, .signed and.sealed b) Llorgan
Villanueva, P.E.
B. TESTS
1. See Association's generic approval under 12-0074.
C. CALCULATIONS:
1. See Association's generic approval render 12-0074.
D. QUALITY CONTROL
1. By A-liami-Dade Count),Department of Permitting, Environment, and.Regulatory
:1 fairs (PERM).
E. MATERIAL CERTIFICATION:
1. See Association's generic approval under 12-0074.
JO1my A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 16-0725.01
Expiration Date: 01/19/2022
Approval Date: 09/1512016
E-3
. R
Rollingshield,Inc.
NOTICF, OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Release letter issued by National:S'hutter•Association, dated January 13, 20121.
certifying this product to meet the criteria of product tested and approved, and
allowing Rollingshield, Inc. to use the test results approved zrnder vfiami-Dade
County Approval 6. 12-0074, signed by Jose Delgado.
2. Acknowledgment letter by Rollingshield Inc... dated Jannoty 13. 2012, ,signed by 11r.
Jose Delgado.
3. Letter issued by V M. Engineering, dated January 13, 2012, certifying that the
drawing{_71=o. 12-201.1(ItSl-06)prepared for Rollingshield, Inc., signed and sealed
by Xforgan Villanueva, P.E. is engineering wise identical to National Shutter
Association generic di-caving.
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0505.01
A. DRAWINGS
.1. Drawing Aro. 01-12 (RS.1-06), titled "R,S-1 High I7elocity Shutter System", sheets
1 through 9 o/9, & 214 of 9,prepared by K f-,'ngineerin last revision 4'5 dated
April 22, 2015, signed and,sealed by JIIorgan 6711anueva, P.E.
B. TESTS
1. i one.
C. CALCULATIONS:
1. ;N,one.
D. QUALI`T'Y CONTROL
1. By!Miami-Dade County Department of'Regulatory and Economic Resources
(RER).
E. MATERIAL CERTIFICATION:
L Aone.
F. OTHERS
1. Ilorida Building Code. 2014 Edition, compliance letter,prepared by K r11
Engineering, dated 1Icty 12, 2015, signed and sealed by Morgan Villanueva, P_E'_
r
);7(-
my A.A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.16-0725.01
Expiration Date:01/19/2022
Approval Date: 09/1512016
E-4
Rollinashield,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE:SUBMITTED
6. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. JNone.
B. TESTS
1. !None.
C. CALCULATIONS:
1). QUALITY CONTROL
1. By,lliami-Dade County Department of Regulatory and EconOmic Resources
(R ER).
E. MATERIAL CERTIFICATION:
1. JN-'one.
F. OTHERS
1. Florida Ruilding Code, 2014 Edition, compliance letter,prepared by V .17
Engineering; dated July 19, 2016. signed and sealed by_Morgan i'illanuevcr, P.E.
4:�R.elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.16-0725.01
Expiration Date:01/19/2022
Approval Date:09/1 /2016
E-5
tl
I, THIS SHUTTER ACCORDION "RS-'!*' HAS BEEN VFRIFiro IN ACCORDANCE WITH SECTIONS 1609 OF THE 7, CONTRACTOR SHALL VERIFY THC EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE
FLORIDA BUILDING CODE EDITION 2014, AS PER TAS 201-94,'TAS 202-94 Ic TAS 203-94 or T'HE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION.
PROTOCOLS FOR HIGH-VELOCITY HURRICANES ZONES,AND AS PER AMERICAN TESTING LABORATORY WITH THE mW x" s
TEST NO. 4966. CONTRACTOR SHALL BE RESPONSIBLE FOR: _3 a' s
THE DESIGN LOADS COMPLY WITH SECTION 167.0 OF THE FLORIDA RUILDING CODE EDITION 2014.THE WIND -VERIFY THE EXISTING CONDITIONS OF''THE STRUCTURE WHERE STRUTTER WIT E. HE INSTALLED TO PREVENT �
PRESSURES SHORN IN THE TABLES ON SHEETS(6 OF 9)AND (7 OF 9) IN THIS DOCUMENTS ARF,AS PER ANY DAMAGE TO EXI.ST!NG STRUCTURE. r V,
--SEAL ACL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE 5TRUCTUR..TO
FBC 2gTA EDITION (ALLOWAOLF. SERVICE CES:CN), TO OBTAIN THE F.OUIVAt.ENT ULTIMATE WIND PRESSURES, w f ,Y $ x ¢
DIVIDE THE WIND PRESSURES SHOWN IN'THE TABLES ON SHEETS(6 OF 4)AND(7 OF 9)OF TRIS PREVENT ANY DAMAGE CUE TO WIND AND RAIN LA
DOCUMENT BY 0.8 FACTOF. (ULTIMATE FACTOR DESIGN, IN ORDER TO VERIFY THAT ANCHORS ON THIS -SELECT THE PROPER TYPE OF INSTALWMN TO PROVIDE rU'+FROPftlATE WORK INCLUDING LIFE SAFETY OF cg
S Y;
PRODUCT APPROVAL DOCUMENTS,AS TESTED, WERE NOT OVERSTRESSED.A 33%INCREASE IN ALLOWABLE THIS PRODUCT. 0- N
STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, AND W THE LABORATORY THE TEST LOAD WAS -IF IN ANY CASE CONTRACTOR NEEDS T'0 MADE ANY MODIFICATION HE/SHF. SHOULD COMMUNICATE a u
50% MORE.OF DESIGN LOAD. IMMEDIATELY TO ENC14EER OF RECORD BEFORE ANY ACTION.
THE RS-1 ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE � EALUMINUMR.A LABEL SHAlC BE PLACED FOR EVERY OPENING BY THC MANUFACTURER AND SHALL BE EXPOSED OIs RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY, THE C£NTERMATE,COMPONENT 2 OR 3.
AND LAST OUT NOT CESS, THE HS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE ;ABEL SHALL READ:
INSTA40 AT HIGH VELOCITY HURRICANE ZONES(fi.KH.Z.}" R5-1 ALUMtNUM A(:CUHCi1CN.
2.ALL ALUNUNUM EXTRUSIONS SHALL HE ALUMINUM ASSOC!ATiON 6063-T6 ALLOY AND TEMPER,WITH RCLLINCSHIELD INC,
Fy 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). MIAMI. FLORIDA
MIAMI--DADE COUNTY PRODUCTCONTROL APPROVED.
3, SCREWS SHA_L BE: 9, TETE INSTALLATION OF THIS R'S-1 ALUMINUM ACCORDION HIGH VELOCITY SHUtTFR SYSTEM SHALL COMPLY
-AISI Sc-"RIES 304 OR 316 STAINLESS STEEL, Fy-35kui MIN. WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
- CARBON STEEL CORROSION RESISTANT AS PER OIN 50016,Fy-50ksi. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
4, BOLTS SHALL BE: 10,THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN 11' MEET$THE FOLLOWING'TERMS: -y
- T4--2024 ALUMINUM ALLOT AND TEMPER, Fp<- lOksl MIN. -PLANS SPALL BE SIGNED do SEALED BY THE ENGINEER OF RECORD. w
- ASTM A-307 GALVANIZED STEEL, F& 50kaf -NO MODIFICATIONS ANC/OR ALTERATIONS MAY BE MAOF. BY ANY MEANS.
AISi SERIES 304 STAILFSS STEEL, ry=35ksi MIN.
S. ANCHORS TO VIALL SWILL BE AS FOLLOWS: 11.71115 PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. �;� p,4',`1�
",TP\ICI;ITIS 2'C,v A0.m•'S
(S.I) TO EXISTING POURED CONCRETE: (Min, Cc - 3 ksi) as <,a;;.,.E;.E.,'J,;:r..a=a w
-- 1/4"o TAPGON ANCHORS AND 1/4"0 6!Axi-SET TAPCON,AS MANUFACTURED BY LT.W, RAI.!SET/ RED HEAD. Ru;!, _ r c Z iti E'•Ai
Ac:.�+yr:u-.�r„^hzl 6�ZS.OJ
- 1/4"0 CRiJE•-FLEY, S54 ANCHORS, AS MA'4UFACTURED BY EL.CO TEXT ( . Orr�g:j
1/4"0 x 7/6"CALK-IN ANCHORS AS MANUFACTURED BY ALI, POWERS FASTENERS F•K” h„°'=�=6'C.�!� •o2'v C 9ww
fkr
NOTES: � ,.c�, PMvni l7;cf?;!ce.:n;;ry \ /
6.t.1 MiNIMJM EMBEDMENT INT01' T4"oC0 CONK-IN A C O:7SHALLJ HE 7/ ” T 7 3f4: 1 f7(3 (5 6 7 ��Z�\\ \LLAiV&,.4
lf
S.1,2� hllhi llAUM [MOL'DM£tJf UC' 1/4'b CALK-II4 ANCHORS SIrALI bE 7/B"INTO THE POURED COtdCRFTE. `-l"l ,et(n
NO EMREUMENT INTO STUCCO SHALL BE PERMiTTi.T). T/4"0-•20 S.S.MACHINE.SCREW USED TOGLTHER WTI'H � r�, -A
1/4"0 G\!i<-•IIT ANCHORS. IfG 127 15 it 19 ,v L•-$} �-CJ CG>C "f" ,2� OR
5.2)IN CASE THAT PR_CAST STONE, PRECAST CONCRET PANELS. PAVERS OR ANY VENEER RE FOUND OV .... ..-.- L-�
THE EXI!iHNG WALL OR FLOOR, A)ICHORS SHALL BE LUNG ENOUGH TO REACH THE MAN SIRUCfURE BENNO .. i�
._._. _.. ....'. &,r'
,SAID WALL FINTSHES.ANCHORAGE SHAti,HE AS INDICATED ON NOTES 5.1,T) A 5.1.2}ABOVE. j � ! � "'/�, � ('C41 OR •*'.r � �� �Y�+
oR ` TY'P Cit')+ C,) 1-6.1 .
(5.3) TO EXISTiPIG CONCRETE BLOCK WALL• (4 I i
-- 1/4"0 TAPCON ANCHORS AND 1/4'o btAXl-:;E'f TAPCON,A6 MANUFACTURED BY I.T.W. HAMS£rj RFD HEAD. cc `��_f_ ,�� ,'��( i �'�Q�•. 4 \�. ,
-- 1/4"0 CRETE-FLEX SS4 ANCHORS,AS MANUFACTURED BY FICO TEXTRON.
•. 1/4'0 x 7/8"CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS A trter,„r•ri'aA
NOTES: � !
5.4.1) MINIMUM EMOCovENT INTO CONCRETE BLOCK OF TAPCON 3 WEOGL'-BOLT ANCHORS, IS 1 1/4". oJ CC E PRODUCTJif:VISED (D
MINIMUM F.MOE.VIAENT OF 1/4'0 G1LK-IN ANCHORS SHALL BE 7/6" INTp 7F;E POl1RE0 CONCRETE. r- I,_ ( usc-MPlytng with Thu Florida 6
NO EMBEDMENT 14TO STUCCO SHALL BE PERMPITED. 1/4”0--20 S.S. MACHINE SCREW USED TOGF.TNLH WITH -}L, I 01 ` DuEWinLt Cadc
1/4"0 CALK-IN ANCHORS. N...: P)d i I D Aeeeptnner No K.pS�r 0(T,7
-x 0 •- i v F_rytt lia�t Dalc
5.5) IN CASE THAT PRECAST STORE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON Wt�'7 ,... ; •, A-s+I
,
THE EXISTING WALL OR FLOOR, ANCHORS SHALT.RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND
�..
SAID WALL FINISHES.ANCHORAGE SHALL BE AS WDICATED ON NOTES 5.,TA) k 5,4.2)ABOVE. tj i v L-, - F Juctcontroi >_
�tL}I} ..
(5.6) AVCHIORS SHALL BE INSTALLED FOLLOWING ALL OF Th:E RECOMMENDATIONS AND SPEC'IF'ICATIONS OF
THE ANCHOR'S MANUFACTURER. (�,� �' `�`. G
5.7} SEE SCHEDULE'BELOW FOR EDGE DISTANCE(E,OJ VERSUS SPACING Rf..kA77flNSHIP FUR ANCHORS ON - r '" SCALE: ------
HEET 7 OF 9. , __. OAPE; 4-2?-20IN..-
),� e ( o� t F.B.C.6 MOUNTING SEGTIUNS CAN BE COMBINED iV ANY WAY TU SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES 2 4 8 9 2q )
(High Velncit Hun cuue Zone.
ON SHEEC'ti 4F 9). `- C.) ..+ (H 9t y .)
•• FLOOR MOUNTING CVS`,:ALLATION SHALL,0£REMOVAR(E WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT TY l i i 44 7 16 t8 7,I j -{- -'r-�r) (}ft --��
OR ENTWWCE SHUTTr7ION
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ILF
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asWmpltiiijtwilh the Florid.MAXIMUM NUMUM PANELS PER S1107V
MUST NOT EXCEEDED )LOUR (4) Pift A 0r?0j0jkJ AND "4 J
-D TWO AT 1ACH SWE UI' ME CFAll'ERMAIES
LOCATr
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(uv smmuzw) w? &,vurman*caupA.qAal: TO UAH IF
APPL11C.10U.- F.B.C.
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MOUNTING—ESIALLAR21N LARM MVC No:01-12 (RS1-06)
SHEET 9 OF 9