HomeMy WebLinkAboutProduct Approval MIAMI-DiADE
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ITER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
N ACCEPTANCE ffQA .miamidade.Qov/eeonomv
Regency Plus)Inc.
1024 Locust Gap highway
Carmel,PA 17851
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(AHD).
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 asstiranfx Purposes. If this product or material fails to
perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHD 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.
ESCRIPTION:Series"5405"White PVC Horizontal Sliding Window-L.M.T.
APPROVAL DOCUMENT: Drawing No.` RlgS0063, titled "Impact Series 5405 Horizontal Slider
Window",sheets 1 through 6 of 6,dated 11/26/08,with revision H dated 09/24/15,prepared by PTC,LLC,
signed and sealed by Robert J. Amoruso, P.E., bearing the Miami Dade County Product Control Revision
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 Res n
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after wreneftl 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 revises NOA No. 14-0128.06 and consists of this page I and evidence pages E-I and 1r2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.115-061&03
CDADE COUNTY Expiration Date: July 22,2019
qJ2 q J 5 Approval Date: October 01,2015
Page 1
Renencv Plus.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 081210.12)
2. Drawing No. RPL80063, Sheets 1 through 6 of 6, titled "Jmpact Series 5405
Horizontal Slider Window",dated 11/26/08,with revision H dated 0912,V15,prepared
by PTC,LLC,signed and sealed by Robert J.Amoruso,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,T AS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FSC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS.2 2-94
along with marked-up drawings and installation diagram of a white PVC horizontal
sliding window,prepared by National Certified Testing Laboratories,Test Report No.
NTCL-110-11507-1, dated 08/18/08, revised on 09/03/08, signed &A sealed by
Harold Rupp,P.E.
(Submitted under NOA No. 08.1210.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"
Edition(2014),dated 03/31/15,with revision dated 09/01/15,prepared ty PTC,LLC,
signed and sealed by Robert J.Amoruso,P.E.
2. Glazing complies with ASTM E1300-04e01
D. QUALITY ASSURANCE
1. Miami;Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kumray America, ne. for their
"Kuraray Butacite@ PVB Glass Interlayer"dated 04125/15,expiring c n 12/11/16.
2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles,
Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13,
expiring.on 02/28/18.
Man gel ez,P.E.
Product Coi t 1 Exa finer
NOA o.. 61$.03
Expiration Date July 22,2019
E-1 Approval Date: O tobcr 0l,2015
Re>~ency Plus,Inc.
NOTICE OF ACCEPTANCE: AMMENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to,of complying with FBC 5'k Edition (2014)and of
no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and sealed by
Robert J. Amoruso,P.E.
2. Laboratory addendum letters in the Test Report No, NTCL-110-11-507 1, issued by
National Certified Testing Laboratories,dated 03/31/09 and 05/01/09,both signed and
sealed by Harold E.Rapp,P.E.
(Submitted under NOA No. 08-1210.12)
3. Laboratory compliance letter in the Test Report No. NTCL-110-115071, issued by
National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold
E.Rupp,P.E.
(Submitted under NOA No. 08-1210.12)
G. OTHERS
1. Notice of Acceptance No. 14-0128.06, issued to Regency Plus, Inc. for their Series
945405" White PVC Horizontal Sliding Window - L.M.I., approved on 03/20/14 and
expiring on 07/22!19.
i
l
II
I
i
4
Manuel Prex, .E.
Product Control xa iner
NOA No.1 18.03
Expiration Date: July 22,2019
Approval Date: October 01,2015
E—Z -
i
REGENCY PLUS, INC. o s
IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW - LMI
INSTALLATION ANCHORAGE DETAILS I.
GFJIERAL NOIEl:
IIATALLA710N 1NOTE8:
TNEt(F:
TANCFpgA0E8HONRJHEREMISOMMEO 7.'ArmUIIB I.ONE(1)INBfAU/1T�NANCHORI8RE0UlRED AT EACH &NSTALLATIONANCHORS AND ASSOCYITEDHARDWARE
®TO WITH BTNEO1Ti0N(2p)4)FIOR611BUIL(AK\ ANCHORLOCATIONBt1Mft MUBTEEMADECFCORR0810NKMANTMATE"OR o
�BUILDINGANDREBIDE")RoVloLUMEg 7.1WD100NFRAMEMATERUILROYALWINDOWiHAVEACORROSIONRESISTANTCOATING.
HIOHVELOCITYHUARICAItEZONE(HNHZ) OOORPROFILiB.PlANT13RIGiDVIfiYLP4CPER 2THENUMBEROPINSTALLATLONANCHORBDEPICiE018
KIN PRE83URE(6)STATED HEREIN. MAMI•DACE NOTICE OF ACCEPTANCE(NOA)NO. THE MUDLWM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FRLED BLOCK DO
NOT INSTALL INSTALLATION ANCHM INTO MORT
2.TFffPRODUCT DETAILS CONTAINED HEREIN ARE BASED 121120A2 PRODUCT INSTALLATION JOINTS.EDGE DISTANCE IS MEASURED FROM FREE
UPON SIGNEDANDSEAM TEST REPORT• ® 7.2%ZINGDRERMYEILIIMMYAMERKJI,INC. XSHIMASREOUIREDATEACH tNSTALlATIONANCHOR EDGE OF BLOCK OR EDGE OF MORTARJONTINTO FACE Y
NOR-110.11E07.1DATED 060MANCASSOCNTED SUTACREIMM"YERPER MWW-0MENCl=OF THAUMAINFRAME WRHLOAD SEARINOSHIM(S)• SHELL OF BLOCK ��
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCEPTANCE(NOA)NO,-144M6.10. MAKIMUMALLOWASLE SHB4 SIZE 1S W INCH.SHIMgli
® AOCORDAMCEWRHHGHVELOCINHURRIGWEZOME WHERESPACEOFU161NCNORGREATEROOCURS 10.NBTALUTIONANCfLOR88HALLBEWSTALLEDN x
TE811NGPROTOCALBTA3201,TAS20QANDTA6•�i. E.NOT USED. BKORS)SHALL BE CONSTRUCTEDOF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S
THE PRODUCT HAS BEEN EVALUATED FORCONFORNMICE PLASTIC OR BETTER. HRLTALLATK)N NSTRUCTLONS ANDANCHORS SHA L
3
®A GUM MEETS THE REQUIREMENTS OF ASTIR NOT BE USED N SUBSTRATES WITH 8TRENOTHS LESS <
TO THE STAMAROS LISTED IN THE STH EDITION(201q E130001/,1. 4.FOR iNSFAumm INTO WOOD FRAMING,USE It2Y1Ow THAN THE MISMUM STRENGTH SPECIFIED BY THE F
®
FLORIDA BUILDING CODE(FBC)-BUILDWGAND SCREWS OFSUFFK2ENTLENGTH TOACMEVE112INCH ANCHOR MANUFACTURER
RESIDENTIAL VOLUMES AND ISS INCOMPUAHCEWITHSAID 10,DESIGNATIONS WAND'(Y STAND FOR THE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS718
STANDARDS INCLUDING HIGH VELOCITY HURRICMNE ZONE FOLLOWING: INCH. 11.NSTALLATIONANCHOR CAPACITIES FOR PRODUCTS
(HVHZ)REQUIREMENTS. X:OPERASLE PANEL HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
4.ADEQUACY OF THE EXISTING STRUanWAL CONCRETE Q FDIED PANEL ®S.F VALLA DIRE
THLTHROUGH IX CONCRETE IHM CONCRETE/MASONRY I FOILOWINO PROPERTIES:MASONR.OR
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE N ALLOWABLE STRESS FOR WIND USE IM INCH ITW ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.W00D• 2
RESISTING SYSTEM CAPABLE OFWRHSTANDMGAND LOADS WAS HOT USED IN THE DESIGN OF THE SUFFICIENT LENGTH TOACHIEVETHE FOLLOVIING: ® PRESSURE TREATED SOUTHERN YELLOW PINE �1
TRANSFERRING APPLIED PRODUCT LOADS To THE ®PRODUCT(S)6HOWNHER9M WIND LOAD S.I. COHCRETESUBBTRATE MU MUMSPECIFIC ORAVRYOFOMLUMBER MUST
STRUCTURE 16 THE RESPONSIMMoF THE ENGINEER DURATION FACTOR(Cd•1.6)HAS BEEN USED FOR S.I.I. 1 U21NCH MINIMUM EMBEDMENT COMPLY WITH STH EDITION FBCIMRCAS RELATED
OR ARCHITECT OF RECORD. WOOD ANCHOR DESIGN WHERE WOOD-ONLY 5.1.2 t-112 INCH MINIMUM EDGE DISTANCE ® TO WOOD PROTECTKNL
FAILURE GOVERNS.FOR OTHER MATERIALS, S2 MASONRYSUBSTRATE E. CONCRETE-Mw=MCOMPRESSIVE STRENGTH OF D
3.1X AND 2X SUCKS(WHENUSEO)SHALL BEDESIGNED AND APPROPRIATE SAFETY FACTORS PER THE 3.21. 1INCHMINIMUMEMSEDMENT ® 2MOPIIANOCONFORMSTOAC1301. Q
AMGNORMTOPROPERLY TRANSFER ALLLOADSTOTHE APPLr-AM DESIGN 8TANOARDARE USED. 3.22 21NCHMINIMIUMEOGEDISTANCE C, MASONRY-BTRENGTNCONFORMSTOASTMcoo,
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE MEDIUMWEKb14TWITHDENSrtY�11TPCF. Rogfl An au�o,PE
RESPONSISdMOFTHE ENGINEERORARCmECTOF 12.IN AREAS WHERE WUND•SORNEDEBRIS 6FOR PARTINGSTOPINSTALLATION USE#aX/12UNM RaNUP.ENnm82
RECORD. PROTECTION REQUIREMENTS EXIST.USE OF AN WOODSCREWS.
INSTALLATION DETAILS
APPROVED IMPACT PROTECTIVE SYSTEM INNOT 1111/1111111",
8.THE GENERIC AND MAY NOT RFR�BED ACIUALHEREIN ARE CONOITIONS NEEDED. 7.MINAILFI FINISHES,INCLUDING BUT NOT L MTLED TOENT AND EDGE DISTANCE LUDE ,��, y.1t.ES X41
FORASPECIFICSRE IFSRECONDITIONSCAUSE STUCCO,FOAM,SRICKVENEERANDSIDIN0. .......
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INSTALLATION TO DEVIATE FROM THE REQUIM MENTS QOM•' F•:G
DETAILED HEREIN.THEN THE BUILDING OFFICIAL MAY NO 4072
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ELECTO NE OF THE FOLLOIMNGOPTIONS: — Zq�i� ?
A.OUTSIDE HVHZ-REQUIRE THAT LICENSED L TAT OF 4i
ENGINEER OR ARCHITECT PREPARE AND SUBMIT �,oS.,A •4/
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS p!•�4•............O
DOCUMENT. s
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B.INSIDEHM)ZREQUIRETHAT AONE-TIME SITE TABLE OF CONTENTS �Mb)VAL 11
SPECIFIC APPROVAL BE APPUEO FOR AND OBTAINED
® FROM THE mAMwADECOUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION
1 F GENERALAND INSTAllA710N NOTES 01tODUCTRB\4S6D
Y F ELEVATION AND ANCHOR LAYOUTS rwupyigalVrLbeFFodY
gFVERTICAL SECTIONSNo 15 OA
NKNt1ZONTALSECTIONS GIAZINGOETAIL&CORNERDETAIL DESIGN PRESSURERATWO(PSF) IMPACTRATING D"NnKO�DW
CORNERDETML lAR0EM138ttE
COMPONENTS AND BILL OF MAT ERIALS '0 IMPACT
IL-L
7 314"MAX FROM
CORNERS(TYP.)
2-MAX.O.C.
HEAD&SILL Q HEAD&SILLbi
FROM PARTING 121!2'MAX.O.C.(TYP.)
STOP CORNERS HEAD&SILL
8 UV MAX. I?
TFROM PARTING of I
STOP CORNERS(TYP.)
5112"MAX. I ZI I U. it
FROM FRAME
CORNERS(TY
n ' Top CO
IS" 12"
O.C.TYP. O.C.TYP.
74"MAX. Ls
WIDTH
--<_�R�Z
FRAME WIDTH
34 311&'
MAX. MAX. INSTALLATION
D.L.O. D.L.O. ANCHOR(TYP.)
63" T f T It L L
MAX.
FRAME PARTING STOP-� /-(�rO�.CFROM��
EIGHTANCHOR(TYP.) I
FRAME CORNERS(TYP.) 6m
58 3J4" 7
MAX. a C STEEL REINFORCEMENT3-MAX(TYP.)@ HEAD&SILL
D.L.O. 3 3 FIXED W/(2)EVENLY FOR WOOD SCREWS
SPACED METAL SCREWS 4-MAX.(TYP.)@ HEAD&SILLA
f
FOR CONCRETE SCREWS
3"MAX.FROM.C.L.(TYP.)0 HEAD&SILL
MAX FROM C.L.(TYP.)@ HEAD&
PE� 67 1112" e'SILL FOR WOOD SCREWS. gnua
MAX. 7"MAX.FROM Cl,(TYP.)@ HEAD& E
D.L.O. SILL FOR CONCRETE SCREWS.
o49
It ANCHOR LAYOUT
ii STEELSTATE
EXTERIOR VIEW
REINFORCEMENT OAl2
1 U2"x 1/4"WEEP HOLE MODUCrKWInD
2 51W FROM END(TYP.) 0.6rooftvda
awm*t**
ELEVATION 14.
EXTERIOR VIEW mmfo &
�IN 4*j
ONE BY WD00 112 W000 SCREW 12 ONE BY WOOD t
BUCK BY OTHER 19 1/4" ITW TAPCON ►NSTALLATION ANCHOR BY OTHERS
(SEE NOTE S, SHT. 1) INSTALLATION ANCHOR 7/g" MIN. (SEE NOTE 5, SHT. 1) 5 a
WOOD BUCK PROTECTION BY 1 1/2" MIN. SHEATHING EDGE D1Si, TWO BY WOOD n bs
OTHERS (SEE INST, NOTE EDGE DIST. BY OTHERS BY OTHERS d d FF
11A) ;•. o v . . v (SEE NOTE 4, SHT. 1) 6
CONCRETE BY OTHERS �;'. EXTERIOR FlNISH Q
.srr v '• ..v, v ® BY OTHERS 't°i.'S� --�
(®NOTE 4, SHT. 1) ;v- ' v ' v ,0 1 1/2" MIN. .,y4�„t . 1 1/2" MIN.
10 v o o EMBEDMENTB X 1 1/2" %'�2ff ,� �
FLEW ,';�,� EMBEDMENT
WOOD SCFt 2"14 ,e - 14 WOOD SC i8 X 1 1//2 14 '+� :
WOOD SCiiEW 1/4" MAX.
EXTERIOR FINISH 1/4" MAX. 18 1; SHIM SPACE
BY OTHERS SHIM SPACE
PERIMETER CAULK
BY OTHERS 19 21 PFJ11M BRAE S Q 10 }Y m
7 6 � 21 n
5 � t 9 WINDOW > a
2 4 41 HEIGHT
186 2 { 4
av
16 15 Ito
VERTI EON
WINDOW EXTERIOR �me kI113410 . INTERIOR EXTERIOR
INTERIOR g+
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18
SHEET 3 16 opmu�r�sRtowra-
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4 a
8 21 11 9 2 6 18 4 15 Q
1 6 ROOM Mipv,q P E
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24 0 22 23 %A 41 a Es rr�,i4
PERIMETER CAULK
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BY OTHERS Q 14#8 0 SCREW Na 497
�8 X 1 1/z' 14 t7 _ (7
WOOD SCREW 1/4"
_SHIM SPACE STATE F :�41
® EXTIOR FIN
ABY OTH IERS 3�: �•��SS�•O R; p�?•
CONCRETE BY OTHERS ' e 4 1 1/2" MIN.
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16 26 dmwhbe*fkd"
f _ yRppUCI'RBYLSBD
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WOOD BUCK PROTECTION A VERTp,odotl
BY OTHERS (SEE INST. ° rA'r"
NOTE 11A
C
1/4" MAX. SHIM SPACE t4 �B X 1 1/2' WOOD SCREW
W1 12' SHIM AS 1 1/2' MIN. EMBEDMENT - CONCRETE _
OOD SCREW 14 1/4" MAX. REQUIRED ti MIN. EMBEDMENT - MASONRY o
EM EDMEMSHIM SPACE NTT 10 1 19 17 18 � 15 18 8 7 8 10 1s 1/4" 17W TAPCON INSTALLATION ANCHOR d d
=
SHIM AS REQUIRED
J/12 WOOD SCREW 12 V A 1 1/2'" MIN. EDGE DISTANCE - CONC.
INSTALLATIONWOO ANCHOR V 2' MIN. EDGE DISTANCE - MASONRY ® K K
:e V A--CO OREFESOR MASONRY
7/8" MIN, Q V Q
EDGE DISTANCE (SEE NOTE 4, SHT. 1)
Q ISOLATION MATERIAL BETWEEN m
J_ 2 8 21 Z3 0'' •Q. WOOD BUCK be MASONRYo
OOPENING 8Y OTHERS
TWO Y D--'-'
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(SEE NOTE 4 T. 1)
FRAME BY OTHERS 1 �7. � r V V BUCK BY OTHERS c
, SHtf• (SEE NOTE 5, SHT. 1) Q
SHFJQHING� ""•''
BY OTHERS 20 15 EXTERIOR 5 1 10
W X 1 1/2" 14 to RIMETER CAULK PERIMETER CAULK t4 WO D SCREW
WOOD SEX[RIOR FINISH BY OTHERS BY OTHERS
B,OTHERS EXTERIOR FINISH 55559
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PARTING STOP EXTERIOR PERIMETER 0.1w _T T O."r
BY OTHERS
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2.260'
WITH SIKA 651 SILICONE 6.622" No 49752
0,603' t.oer Vv
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3 GLAZING STOP WITH DL WHITE RIGID PVC "RWDP
4 G STOP-OPERABLE LITEWHITE RIGID PVC '"RWDP w
1 f116" 1 i/16" 6 COVER EXT. WHITE RIGID PVC ""RWDP
8 POCKET COVER INT.TRAC WHITE RIGID PVC "•RWDP
7 SASH COVER WHITE RIGID PVC _RWDP
1 71W rl 1W ��X S REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 10D81101W REGENCY PL INC.
3ff EACH END —
14"X 8116'MID SPAN 9 INTERL K WHITE RIGID PVC ""RWDP
10 PARTING STOP WOOD PT SYP GW 65 MIN.
9 INTERLOCK COYER S RE ASH FRAME
I I CAM SWEEP LOCK 1@ FIXED MEETING RAIL 12 N1 WDOD SCREW8INSTALLLAAIWIRAN STEEL TRUTH !
WHITE R( PVC SASH FRAME �
4.470"TWX STEEL WHITE RIGID PVC 13 W'ADVANCED THREADFORM TAPCON STEEL ITW
0.050'THICK 0.088"THK. iA N8X1i/2"WOOD EW STEEL -- >wesrtxPS
Fyw30-50310 15 7t8'OAINSULATED GLASS(SEE GLAZING GLASS EDGESEAL rw4lpzM°`4pft
f5 16' Fu=37.6.68.7 KPSI *MMDETAIL ON SHEET 3) 1sssNeat:y!!
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43/4' 18 ANEL P F VER V*M RIGID PVC '"RWDP
20 POCKEFRO MEL WHTTERIGIDPVC "RMP TATE
10 PARTINGSTOP REINFORCEMENT 21 FINSEALWEATHERSTR�P VINYL ULTRAFAR
WOOD FIXED MEETING RAIL 2 1/16' 22 YLONHOUSEDMETAL ROLLERSNYLONISTEEL SAUNDERSENG'G G��'��'c(OR�O4;••\��
STEEL WEEP-Rft H NE TOLE COVERS(iW EYE( NOTE BELONII STEEL_vPLASTIC NC COATED V IND. rry++5i'OMAf t�Yy(3'�¢
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REINFORCE ENT FIXED MEETING RAL 16 GA STEEL ALLOY 100@11010 REGENCY PLUS INC
'�"'� FY n KSI FIXED PANEL ENDUR9.SSS SPACER STAINLESS STEEL CARDINAL
Fn=37.6-@@.7 KP3i WHITE RIGID PVC GLAZING PAD SETTING BLOCK-2NB-0K-126 0.1 NEOPRENE FRANK LOWS mtoDuc rRtt4=
NOTE.HURRICANE TILT LATCH SY VIBKtN IND.USED TO SECURE OPERATING SASH TO MASTER 's sm4*ftw v*k* '
1517/146r:-0 13116" �m FRAME.NOT SHOWN IN DRAWING. A ity,
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