HomeMy WebLinkAboutproduct approval (4) r_
MIAMI-DARE MIAMI-DADE COUNTY
0210 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE (RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
CCEPTANCE OA www.miamidade.aov/economy
Regency Plus,Inc.
2000 Locust Gap Highway
Mount Carmel,PA 17851
This NOA is being issued under the applicable rules and i egulations 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 a rid other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated be ow.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas of er than Miami-Dade County)reserve the right
to have this product or material tested for quality assuranct 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 pro luct 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 incl ;0,h vpini
DESCRIPTION: Series"5205"Outswing White PVC Ca �-Series
dow-L.M.I.PROVAL DOCUMENT: Drawing No. RPLS0061, ttied `5205' Viny�Impa�ctCasement
Window-LNE', sheets 1 through 5 of 5, dated 10/14/08,withrevision K dated 01/08/18,prepared by PTC
Product Design Group, LLC, signed and sealed by Robe4 J. Amoruso, P.E., bearing the Miami-Dade
County Product Control Revision stamp with the Notice of cceptance number and expiration date by the
Miami-Dade County Product Control Section.
SSILE 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,
series, and following statement: "Miami-Dade County Prodct Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renew 1 application has been filed and there has been
no change in the applicable building code negatively affectin the performance of this product.
TERMINATION of this NOA.will occur after the expiratio date or if there has been a revision or change
iri the materials, use, and/or manufacture of the product or p ocess. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes hall automatically terminate this NOA. Failure
to,comply with any section of this NOA shall be cause for ter nination and removal of NOA.
ADVERTISEMENT: The NOA number preceded byte words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in adverl'sing 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 sit at the request of the Building Official.
This NOA revises NOA No. 15-0618.05 and consists of this age 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 18-0122.14
=MIAMI�-DADE COUNTY Expiration Date: May 06,2019
Approval Date: March 08,2018
Page 1
d,
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: E DENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOU NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 08-1118.10)
2. Drawing No. RPLS0061,titled"Series `5 05' Vinyl Impact Casement Window—
LMI", sheets 1 through 5 of 5, dated 10/14 08, with revision J dated 09/24/15,
prepared by PTC Product Design Group,L C, signed and sealed by Robert J.
Amoruso,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,pei FBC, TAS 202.94
2)Uniform Static Air Pres 3ure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5)Cyclic Wind Pressure L ading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a white PVC casement
window,prepared by National Certified Testing Laboratories, Test Report No.
NTCL-110-11618-1, dated 10/02/08,signe and sealed by Harold E.Rupp, P.E.
(Submitted under NOA No. 08-1118.10)
C. CALCULATIONS
1. Anchor verification calculations and stnictural analysis, complying with FBC 51h
Edition (2014), dated 09/03/15,prepared y PTC Product Design Group, LLC, signed
and sealed by Robert J.Amoruso, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory an I Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 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.
Manuel P re P.E.
Product Control Fwaffiiner
NOA No.18-0122.14
Expiration Date: May 06,2019
Approval Date: March 08,2018
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: E41DENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complyi g with FBC 511 Edition (2014) and of no
financial interest, dated 03/18/15, prep d by PTC Product Design Group, LLC,
signed and sealed by Robert J. Amoruso, E.
2. Laboratory addendum letters Ian II in th Test Report No. NTCL-110-11618-1, both
issued by National Certified Testing L boratories, dated 10/02/08 and 01/20/09,
signed and sealed by Harold E. Rupp,P.E.
(Submitted under NOA No. 08.1118.10)
3. Laboratory compliance letter in the Test Report No. NTCL-110.11618-1, issued by
National Certified Testing Laboratories, d ited 10/02/08, signed and sealed by Harold
E. Rupp,P.E.
(Submitted under NOA No. 08.1118.10)
G.' OTHERS
1. Notice of Acceptance No. 14-0128.07, is 3ued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement N lindow—L.M.I., approved on 12/05/13 and
expiring on 05/06/19.
jz
Manuel PerePro ,P.E.
duct Control Exa ine
NOA No. 18-01 . 4
Expiration Date: May 06,2019
Approval Date: March 08,2018
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: E DENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.RPLS0061,titled"Series `5 05' Vinyl Impact Casement Window—
LMI", sheets 1 through 5 of 5, dated 10/14'08,with revision K dated 01/08/18,
prepared by PTC Product Design Group, L LC, signed and sealed by Robert J.
Amoruso,P.E.
B. TESTS
1. None
C. . CALCULATIONS
1. None
D.: QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory an Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issu d to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color VB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 16-0712.03, iss ed to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Ex erior Extrusions for Windows and
Doors,approved on 08/10/17, expiring on 02/28/18.
F. STATEMENTS
1. Statement letter of conformance,complying ith FBC 0 Edition (2017),dated January
8, 2018,prepared by PTC Product Design liroup, LLC, signed and sealed by Robert J.
Amoruso,P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0618.05, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement indow—L.M.I., approved on 10/01/15 and
expiring on 05/06/19.
Manuel Per z, .E.
Product Control E a ner
NOA No. 18- 122.14
Expiration Date: May 06,2019
Approval Date: March 08,2018
E-3
REGENCY PLUS, INC. o
SERIES '5205" VINYL IMPACT CASEMENT WINDOW- LMI 4
OE
INSTALLATIONANCSORAGE DETAILSa W G
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1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS: INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
®COMPLY WITH THE CURRENT EDITION OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR oao m o
BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING.
HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. 3 c z O
HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION O o
MIAMI-DARE NOTICE OF ACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF z w'<
SIGNED AND SEALED TEST REPORT#NCTLA 10.11618-1, 72 GLAZING INTERLAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK. } 3 O
DATED 10102/08,ADDENDUM DATED 11/05/09 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADE ¢ Z Z
A II DATED 0120109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN tj w 0
DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURERS =C7 w F _.m r Y
VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1116 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL Vj x<tog m O l7
TAS-202 AND TAS-203. OTU RJ;R B USED IN SUBSTRATES WITH STRENGTHS LESS 7(L `�-i
OF HIGH DENSITY PLASTIC OR BETTER THAN THE MINIMUM STRENGTH SPECIFIED BY THE a LD�F-
3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM El 30D-Wel. ANCHOR MANUFACTURER V u 4 Z
THE STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE 412 WOOD =]W(L- rz
®FLORIDA BUILDING CODE(FEC)AND IS IN COMPLIANCE WITH 10.DESIGNATION W STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w L5 U Z 4 g
SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X:OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH w OJ -�¢ if
ZONE(HVHZ)REQUIREMENTS. INCH. ATHE FOLLOWING PROPERTIES: o 2 Z '
11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS o 5;9
J�J
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ A. WOOD PROTECTION.WOOD PROTECTION.WOOD- a 4)w ®�
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6)HAS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, PRESSURE TREATED SOUTHERN YELLOW PINE. N W c
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ® BEEN USED FOR WOOD ANCHOR DESIGN WHERE USE 1/4 INCH fTW ADVANCED THREADFORM TAPCONS OF ® MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER is
TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBC/FRC N
FOUNDATION IS THE RESPONSIBILTTY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE A5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. ��m w
ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1112 INCH MINIMUM EMBEDMENT w v n R w
5.12. 1-121NCH MINIMUM EDGE DISTANCE A B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF N m R
S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 5.2. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH ACI 301. 8
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT 52.1. 1 INCH MINIMUM EMBEDMENT
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.22. 21NCH MINIMUM EDGE DISTANCE AC.MASONRY-STRENGTH CONFORMS TO ASTM C-90, Robert J.Amomso,P.E
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY>117 PCF. Florida P.E.No.49752
RECORD AND TO BE REVIEWED BY AHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE 48 WOOD j
PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER SCREWS.
6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AND'MDCA'. �4611117+aae��
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE �pPRES yes
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FINISHES,INCLUDING BUT NOT LIMITED TO '��`4Q�•jG E M R ����i
DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. ��:'� SF•'.9{i�
THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING No 49752 :O
OPTIONS: 4l
A.OUTSIDE HVHZ:REQUIRE THAT A LICENCED 3 V 1'�`l� •*
ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE STATE pF ,•l1/
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT Q'•,T ••k/
4
TO BE REVIEWED BY AHJ. �o<'s•�O P,f�:
B.INSIDE HVHZ:REQUIRE THAT A ONETIME SITE °>i s/
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS
® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION
1 E GENERAL AND INSTALLATION NOTES
2 E ELEVATIONS 'RODUCT REVISED
3 E VERTICALSECTIONS [.ildig--plCodaw7tbe Florda-4-- -E- HORIZONTAL SECTIONS8 GLAZING DETAIL _ _ DESIGN PRESSURE RATING(PSF) IMPACT RATINGeptao No e'o��2.�4 b5 E COMPONENTS,BILL OF MATERIALS 8 CORNER DETAIL +55.0 -55.0 LMIami rde Psod6d
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36.00"MAX. HEAD&SILL ANCHORS STOP CORNERS HEAD&SILL
WIDTH PARTING STOP ANCHORS Y
34' 4 314"FROM PARTING
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D FRAME CORNERS STOP CORNERS
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UNIT PARTING HIEGHT w� 2}O
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F REINFORCEMENT � w ,. o
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4 4 9.5'O.C.TYP. INSTALLATION y a s
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TAPCON
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REINFORCEMENT®
Robed J.nm°n s°'PF'
Flodda P.E.No.49752
4@3 I— 36"MAX.WINDOW4
f WIDTH® X00 •b F G
P:��N`o 49752 ••
38'MAX.UNIT 9 STATt'
WIDTH W/ �' c OF
PARTING STOP® i`,tCi4 O R 10?
ELEVATION 0 ANCHOR LAYOUT �`'•s; NA��E;;.�`�
EXTERIOR VIEW A EXTERIOR VIEW
PRODUL-1'REVISED
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Building Code
By
Miami u.'e rcduct
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W O U K A C O IN 17 #8 WOOD SCREW WOOD BUCK ANCHORING m
*WOOD PROTECTION (SEE INST. NOTE BY OTHERSQ
QA ® 11A, SHT. 1) BY OTHERS INSTALLATION ANCHOR BY OTHER m
ONE BY PT WOOD BUCK �
® ONE BY PT WOOD BUCK 1 1/8" MINA WOOD FRAMING BY OTHERS BY OTHERS 9 3
BY OTHERS (SEE NOTE 5, SHT. 1) EMBEDMENT 17 (SEE NOTE 4, SHT. 1) (SEE NOTE 5, SHT. 1)® 4
8 WOOD SCREW O ^ x
CONCRETE BY OTHERS # 1 1/8" MIN. , mm
INSTALLATION ANCHOR SHEATHING a
(SEE NOTE 4, SHT.1) e ° 20 BY OTHERS EMBEDMENT A $ oA
® � •. .< 20 � rN
EXTERIOR FINISH a • e ° ®3/8" MIN. 3/8" MIN. a a o 0
BY OTHERS " ° ° rEDGE DIST. EXTERIOR FINISH EDGE DIST. W
BY OTHERS of—I
® Y �
1 4" MAX. _
PERIMETER CAULK HIM MAX. PERIMETER CAULK SHIM SPACE o Bo
BY OTHERS 18 SHIM SPACE BY OTHERS 21#12 WOOD SCREW a o
20 1 0 INSTALLATION ANCHOR 3 0 a
1/4" ITW ADV THRFM TAPCON INST ANCHOR 20 1 0 "
15 �o� {1-1/2" MIN. EMBED., 1-1/2"®N. E®) 15 �O� 7/8'/MINME.D.)®D a 3 0
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MAX- EXTERIOR INTERIOR MAX 14 EXTERIOR INTERIOR o Fz>> e"
HIENDOW IGHT 14 SECTION B 3 WINDOW 14 SECTION D 3 g �LL a
HEIGHT �z
68AA Q13 5 68Q 13 coi 1 21
JA 23 } 4 A Q 23 5 w
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2 INTERIOR 6 8
2 INTERIOR
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15 O� 10 15 EXTERIOR 10 Florida P.E.No.0752
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SHIM 4 SPACE 19 18 8 ® 19 #12 WOOD SCREW `���F�\GE SS 0 11",
U /4" ITW ADV THRFM TAPCON INST ANCHOR 1/4' MAX. 1 U INSTALLATION ANCHO �� No 49752 Go
20 (1-1/2" MIN. EMBED., 1-1/2" MIN. E.D.) SHIM SPACE 21 (1-1/2" MIN. EMBE z :*
7/8" MIN. E.D.)® = j c ` n `�• i
17 #8 WOOD SCREW PERIM ER CAULK 3 8 MIN. EDGE DIST C: �TAT� O :�4� • i
INSTALLATION ANCHOR MIN."
a. .a 3/8BY OTHERS 20 � seF`ii•�ORtaS'�y��O� }
®CONCRETE BY OTHERS "' 4 EDGE DIST.
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Q(SEE NOTE 4, SHT. 1) ONE BY PT WOOD
a o, * 20 SHEATHING BY OTHERS BUCK BY OTHERS }
a': a (SEE NOTE 5, SHT. ) 1
ONE BY PT WOOD BUCK ° ° ' WOOD FRAMING BY OTHERS PRODUCrPEVISE0
SEE NOTE 4, SHT. 1 8 WOOD SCREW conAying with the Flovidn
BY OTHERS *WOOD PROTECTION (SEE INST. NOTE ( ) # 17 as
Code
(SEE NOTE 5, SHT. 1)'-' 11A,SHT..1) BY OTHERSQq ® 1 1/8" MIN. WOOD BUCK AINSTALLATION ANCNG R. A"`Dt-"� O
MIN. AEMBEDMENT
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SECTION A BY OTHERSA Karn P„gln }
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INTERIOR 1/4" MAX. SHIM SPACE EDGE DIST. ® 3
1 1/2" MIN. EMBEDMENT - CONCRETE
3 22 5 4 6 7 10 16 1 201 1/2" MIN. EMBEDMENT 1/4" MAX. 1" MIN. EMBEDMENT - MASONRY 9
7/8" MIN. SHIM SPACE ° CONCRETE OR MASONRY BY
®GE DISTANCE INTERIOR .g c/ OTHERS (SEE NOTE 4, SHT. 1)
*WOOD PROTECTION w LL
3 22 5 4 6 7 10 16 1 20 ° (SEE INST. NOTE 11A, SHT. 1) 0 rwb 5
BY OTHERS ® ° a o
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EDGE DISTANCE ; 18 INSTALLATION ANCHOR® y
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SECTION E (SEE INST. NOTE 11A, SHT. 1) p
EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS
7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS w
®GLASS W/ THE FOLLOWING MAKE UP: 1/8" ANNEALED WINDOW WIDTH ONE BY PT WOOD BUCK BY OTHERS w 8^ I
GLASS/ 0.090" KURARAY AMERICA INC. TROSIFOL (MIN. 3/4) (SEE NOTE 5, SHT. 1) ® 2
INTERLAYER/ 1/8" ANNEALED GLASS W/0.39"AIR SPACE
Robert J.A-,RE17 S.W.USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW S.W.PE.. No.19752
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ITEM/ PAW! arc DESCRIPTION SUPPUER MATERIA. w
I 1063 WHITE 4 AWN FRAIAE r EFS WHITE PVC O >N
2 1064 WHITE 4 SASH FRAME ^EFSWIVE M N 02 1 �
3 1103 WKITE 4 GLAZING BEAD ••FES WHITE PVC N W S
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