HomeMy WebLinkAboutProduct Evaluation Report; 5110 Impact Vinyl Fixed WindowProduct Evaluation Repon
Rule 61G20-3 F.A.C. ( Report No, 2518, Rev. 2 ( Project No. 420-0809 1 10/26/20 1 Page 1 of 3
Product Manufacturer
Regency Plus Incorporated
2000 Locust Gap Highway
Mount Carmel, PA 17851
Product Name, Model and/or Description
3000/4000 Vinyl Fixed Window
5105 Impact Vinyl Fixed Window
5108 Impact Vinyl Fixed Window
15' mpact Vinyl FiReain ow
6613 Impact Vinyl Fixed Window
7113 Vinyl Fixed Window
Florida Product Approval No.: FL11409
Code: Current Edition of the Florida Building Code including the 711 Edition (2020) Florida Building Code
Compliance Method: Product Approval Rule 61G20-3.005(1)(a) — Certification Mark or Listing
Product Name, Model and/or Designation; Test Report No. and Installation Drawing No.:
• 3000/4000 Vinyl Fixed Window
o Test reports and associated laboratory drawings by National Certified Testing Laboratories, Orlando, FL.
■ NCTL-210-2747-1 dated 1/7/02 to AAMA/NWWDA 101/I.S.2-97
o PTC Product Design Group Drawing No. RPLS0053, Rev. A, dated 1/22/18, signed and sealed by Robert J.
Amoruso, P.E., FL License Number 49752
• 5105 Impact Vinyl Fixed Window
o Test reports and associated laboratory drawings by National Certified Testing. Laboratories, York, PA.
■ NCTL-110-9699-1 dated 10/5/05, signed and sealed by Howard E. Rupp, P.E. to TAS 201-94, TAS 202-
94 and TAS 203-94.
o PTC Product Design Group Drawing No. RPLS0054, Rev. A, dated 1/22/18, signed and sealed by Robert J.
Amoruso, P.E., FL.License Number 49752
• 5108 Impact Vinyl Fixed Window
o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA.
■ NCTL-110-11363-1 dated 5/15/08 (revised 9/3/08), signed and sealed by Howard E. Rupp, P.E. to TAS
201-94, TAS 202-94 and TAS 203-94.
o PTC Product Design Group Drawing No. RPLS0059, Rev. A, dated 1/22/18, signed and sealed by Robert J.
Amoruso, P.E., FL License Number 49752
110 Impact Vinyl Fixed Window
o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA.
■ NCTL-110-14747-1 dated 4/12/12, signed and sealed by Robert H. Zeiders, P.E. to TAS 201-94, TAS
202-94 and TAS 203-94.
■ NCTL-110-14747-2 dated 4/12/12 to ASTM E1886-05 and ASTM E1996-02/06/09.
o PTC Product Design Group Drawing No. RPL50073, Original Issue, dated 1/11/18, signed and sealed by Robert
J. Amoruso, P.E., FL License Number 49752
• 6613 Impact Vinyl Fixed Window
o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA.
■ NCTL-110-16563-1 dated 10/15/13, signed and sealed by Robert H. Zeiders, P.E. to TAS 201-94, TAS
202-94 and TAS 203-94.
■ NCTL-110-16563-2 dated 10/15/13 to ASTM E1886-04/05 AND ASTM E1996-02/04/06/09/012a.
■ NCTL-110-16563-3 dated 10/15/13 to AAMA/WDMA/CSA 101/I.S. 2/A440-05/08/11.
o PTC Product Design Group Drawing No. RPLS0074, Original Issue, dated 1/11/18, signed and sealed by Robert
J. Amoruso, P.E., FL License Number 49752
PTC Product Design Group, LLC I PO Box 520775 € Longwood, FL 32752-0775
/W/ L 321-690-1788 FBPE Certification of Authorization No. 25935
Rule 61G20-3 F.A.C. ( Report No. 2518, Rev. 2 1 Project No. 420-0809 1 10/26/20 1 Page 2 of 3
7113 Vinyl Fixed Window
o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA.
■ NCTL-110-15928-1 dated 4/12/03 to AAMA/WDMA/CSA 101/I.S. 2/A440-05/08
o PTC Product Design Group Drawing No. RPLS0075, Original Issue, dated 1/11/18, signed and sealed by Robert
J. Amoruso, P.E., FL License Number 49752
Engineering Analysis It Evaluation:
Anchorage engineering in accordance with the current edition of the Florida Building Code for 3000/4000, 5105,
5108, 5110, 6613 and 7713 Vinyl Horizontal Sliding Window signed and sealed by Robert J. Amoruso, P.E., FL
License Number 49752.
Frame Profile Substitution per PTC Product Design Group Comparative Analysis Report No. 2594-1, Rev. 0, signed
and sealed by Robert J. Amoruso, P.E., FL License Number 49752.
o Evaluation formed basis for NAMI Waiver of Retest for frame profile substitution.
Component Approvals: Extrusion and Impact interlayer code conformance based on the following.
• Extruded rigid PVC by Energi Fenestration Solutions USA, Inc. per current Miami -Dade NOA to the current edition
of the Florida Building Code. See Miami -Dade NOA listing here.
• Kuraray America Trosifol PVB interlayer code conformance per current Miami -Dade NOA to the current edition of
the Florida Building Code. See Miami -Dade NOA listing here.
• Kuraray America SentryGlas (SG) interlayer code conformance per current Miami -Dade NOA to the current edition
of the Florida Building Code. See Miami -Dade NOA listing here.
• Eastman Chemical Company (MA) Saflex PVB interlayer code conformance per current Miami -Dade NOA to the
current edition of the Florida Building Code. See Miami -Dade NOA listing here.
Performance Testing:
• As listed in test report summary above.
Limitations 13 Conditions of Use:
5105, 5108, 5110 and 6613 Impact Vinyl Fixed Window
o These products have been evaluated for use inside the High Velocity Hurricane Zone (HVHZ).
o These products will not require an approved impact protective system when used in wind borne debris
regions.
• 3000/4000 and 7113 Vinyl Fixed Window
o These products have not been evaluated for use inside the High Velocity Hurricane Zone (HVHZ).
o These products will require an approved impact protective system when used in wind borne debris
regions.
• Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code (and/or ASCE 7 as referenced in the current edition of the Florida Building Code) for
components and cladding based on allowable stress design.
• Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction.
PTC Product Design Group, LLC } PO Box 520775 1 Longwood, FL 32752-0775
/L. 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation
Rule 61 G20-3 F.A.C. I Report No. 2518, Rev. 2 ( Project No. 420-0809 1 10/26/20 1 Page 3 of 3
• Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
registered architect acting as the design professional of record for the project of installation.
Certificate of Independence per Product
Approval Rule 61 G20-3.009
PTC Product Design Group, LLC and Robert J. Amoruso,
P.E. does not have, nor will acquire, any financial
interest in the company manufacturing or distributing
product(s) covered by this Product Evaluation Report.
PTC Product Design Group, LLC and Robert J. Amoruso,
P.E. do not have, nor will acquire any financial interest
in any other entity involved in the approval process or
testing of the product(s) covered by this Product
Evaluation Report.
Digitally signed
by Robert J
4����•ti����®,�
° 497520=
Amoruso
Date:
10-26
13:24:09 04'00'
Evaluated By:
Robert J. Amoruso, P.E.
FL P.E. License Number 49752
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
6" MAX
4" MAX I�
1
MAXI O.C.
J
-4" MAX.
REGENCY PLUS, INC.
SERIES 5110 IMPACT VINYL FIXED WINDOW
INSTALLATION ANCHORAGE DETAILS
74" MAX FRAME WIDTH -
6„
o,.
r_
ELEVATION
EXTERIOR VIEW
NOTES:
1. MAXIMUM D.L.O.:68-1/2"X42-5/8".
TABLE OF CONTENT
SHEET
DESCRIPTION
1
ELEVATION, ANCHORING AND NOTES
2
INSTALLATION DETAILS
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
LARGE AND SMALL
+55.0/-65.0
MISSILE IMPACT
HVHZ AND WIND ZONE 4, MISSILE LEVEL U
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT
FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH
MAX WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS
WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED
WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT
OR ENGINEER OF RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK,
PA AND SIGNED AND SEALED BY ROBERT H. ZEIDERS, P.E.
4.1. NCTL7110-14747-1 DATED 4/12112 TO TAB 201, TAS 202 AND TAS 203.
4.2. NCTL-11G-14747-2.DATED 4/12/12 TO ASTM El 886-05 AND ASTM E1996-02I06/09.
5. MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC.
8. GLAZING:'•
48" 6.1. GLAZING DETAIL AS TESTED: 718" NOMINAL O.A. IGU COMPRISED OF FROM EXTERIOR TO INTERIOR- LAM] LITE OF 1/8"
P 4p„ ANNEALED GLASS x 0.090" KURARAY AMERICA TROSIFOL PVB INTERLAYER x 1/8" ANNEALED GLASS, DESICCANT STEEL
FRAME SPACER, 5I3T TEMPERED SACRIFICIAL LITE. INTERIOR GLAZED WITH SIKA SIKAFLEX 652 BACK -BEDDING (OR EQUIVALENT)
1 E IH T AND A SNAP -IN TWO (2) LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD AND 9/16' GLASS BITE.
6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL
DOCUMENT.
6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAIWDMA/CSA 10111.S.2/A440 SHALL BE ALLOWED PER ASTM
E1300.
6A. SETTING BLOCKS IF USED AND/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE
NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. GLAZING BEADS (GASKETS) SHALL MEET THE CURRENT EDITION OF THE
FLORIDA BUILDING CODE AS REQUIRED.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER
OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR ANCHORING INTO CONCRETEIMASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"
MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY
WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR
LOCATIONS HAVE+/- 1" TOLERANCE.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE
A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1"TOLERANCE.
11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4' MINIMUM EDGE DISTANCE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE.
12. ALL FASTENERS TO BE CORROSION RESISTANT.
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD - MINIMUM SPECIFIC GRAVITY (G) OF 0.42 (NON-HVHZ) AND 0.55 (HVHZ)
13.2. ' CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF
13A. METAL STRUCTURE: STEEL 18GA (0.0428"), 33KSI OR ALUMINUM 6063-T5 0.048' THICK MINIMUM
Robert J. Amoruso, RE
Florida P.E. No. 49752
PTC Product Design Gmup, LLC
PO Sm 520775
Longwood, FL 32752-0775
321-690-1788 info®pto rp.mm
FBPE Certificate of Authors egon
No.25935
MIN. EDGE DISTANCE. SEE
NOTE 5 THIS SHEET.
INSTALLATION ANCHOR. WOOD INSTALLATION NOTES:
SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
TYPE REQUIRED. 1.1. WOOD FRAMING
1.2. STEEL STUD FRAMING AND
MIN. 1.3., CONCRETE AND/OR MASONRY
EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
NOTE 5 THIS SHEET. STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT
INSTALLATION OR ENGINEER OF RECORD.
SUBSTRATE BY a
OTHERS. SEE 3. :IX BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCK IS NOT USED, DISSIMILAR
NOTES 1 TO 3 MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR
THIS SHEET. MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF
�O 1/4'. MAX. 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'.
SHIM SPACE
PERIMETER SEAL RIN,
� 5. SUBSTRATEFANCHORING
IN METHODS:
BY OTHERS 5.1. FOR ANCHORING INTO CON" MINIMUM EMBEDMENT
Y USE T IN HEX HEAD TE WITH 1 WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 112' MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8' MINIMUM EDGE
Q DISTANCE AND 1' MINIMUM EMBEDMENT INTO MASONRY WITH 2' MINIMUM EDGE DISTANCE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1"
TOLERANCE.
5.2: FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4' MINIMUM
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE. _
5.3.• FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 3/4' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1- TOLERANCE.
WINDOW INTERIOR 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
HEIGHT EXTERIOR
7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH
ASTM E2112.
MIN. EMBEDMENT,:
SEE NOTE 5 THIS
SHEET. 1/4" MAX.
INSTALLATION ANCHOR. WOOD SHIM SPACE
SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR TYPE
I� REQUIRED.
e �u 1/4" MAX. SHIM SPACE MIN. EDGE t O
Q❑ DISTANCE. SEE INTERIOR
PERIMETER SEAL NOTE 5 THIS q
BY OTHERS SHEET.
INSTALLATION I MIN. �. O
SUBSTRATE BY EMBEDMENT, SEE �d
OTHERS. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE
NOTES 1 TO 3 BY OTHERS. SEE NOTES 1 PERIMETER SEAL EXTERIOR
THIS SHEET. TO 3 THIS SHEET. BY OTHERS
MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD WINDOW WIDTH
NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR TYPE
VERTICAL CROSS SECTION REQUIRED. -HORIZONTAL (JAMB) CROSS SECTION
WOOODD FFRAMRAMING, 2X WOOD BUCK,
WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME
CONCRETE/MASONRY OR METAL FRAME APPROVED
APPROVED
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Robert J. Amomso, P.E.
Florida P.E. No. 49752
PTC Product Design Gmup, LLC
PO Box 520775
Longwood, FL 32752-0775
321.690-1788 Wo@Plo-oorP.Wm
FBPE Certiflmle of Aulhodration
No.25935
BUILDING INFORMATION
WINDLOADCALC.com
ASCE 7-16
Wall Openings
(all wall openings: windows, doors, shutters, etc.)
Wind Load Program
® 2001-2018®
P WindLtoadcalc.com.;,
WINn 1 OAO DESIGN INFORMATION
JOB INFORMATION
Client
Walton, Donnie
Addr-
3018 West Dixie Blvd -
Cnmpany
Storm Tight Windows
job Number
11176
Preparer
Angelitlue Pad -
TOPOGRAPHIC FACTOR
Hill Shape
Flat -No it
0.0
OA
(n.)
0.0
n.
am
z
APPLYING WIND LOAD FOR:
ZONE
OPENING ELEVATION
(ft I
WIDTH
(in.)
LENGTH
(in.)
EFFECTIVE
WIND AREA
(sq.ft.)
Nominal Wind Load Pressures
NOA Approval Number
Max Pressure Per NOA
Manufacturer
Model Number
MAXIMUM POSITIVE
PRESSURE (psf)
MAXIMUM NEGATIVE
PRESSURE (ps9
1. PICTURE WINDOW
5
5
37.0
63.0
16.2
37.9
-49.9
FL11409.4
55-55
REGENCY
SERIE55110
2. HORIZONTAL ROLLER
5
5
74.0
63.0
32.4
36.1
-46.4
204103.09
55-55
REGENCY
SERIES5405
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5
5
37.0
63.0
16.2
37.9
-49.9
F1-11409.4
55-55
REGENCY
SERIESS110
4. DOUBLE HUNG
5
5 1
39.0
47.0
12.7
38.5
-51.1
20-1103.08
55-55
REGENCY
SERIESS305
5. HORIZONTAL ROLLER
5
5
51.0
36.0
12.8
38.5
-51.1
20-1103.09
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REGENCY
SERIES5405
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6. HORIZONTAL ROLLER
5
5
51.0
36.0
12.8
38.5
-51.1
20-1103.09
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REGENCY
SERIESS405
Q
7. HORIZONTAL ROLLER
5
5
51.0
36.0
12.8
38.5
-51.1
20-1103.09
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REGENCY
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BUILDING INFORMATION
WINDLOADCALC.com
ASCE 7-16
Wall Openings
(all wall openings: W ndows, doors, shutters; etc.l
Wind Load Program
2001.2018 (D
Windloadcalccom _*
WINn I flan nFCiGN INFnRMATInm
JOB INFORMATION
diem
Walton, Donnie
Address
3018 West DiAe BIW
Campany
Starm Tight Windows
lab Number
11176
pre ar
Angeli ue Pad -
TOPOGRAPHIC FACTOR
Hill Shape
Flat -No Hill
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WIDTH
(In.)
LENGTH
(in.)
EFFECTIVE
WIND AREA
(sq.ft.)
Nominal Wind Load Pressures
NOA Approval Number
Max Pressure Per NOA
Manufacturer
Model Number
MAXIMUM POSITIVE
PRESSURE (psf)
MAXIMUM NEGATIVE
PRESSURE (psf)
1. PICTURE WINDOW
5
5
37.0
63.0
16.2
37.9
-49.9
F1.11409.4
55-55
REGENCY
SERIESS110
2. HORIZONTAL (HOLLER
5
5
74.0
63.0
32.4
36.1
-46.4
20-1103.09
55-55
REGENCY
SERIESS405
3. PICTURE WINDOW
5
5
37.0
63.0
16.2
37.9
-49.9
FL11409.4
55-55
REGENCY
SERIESS110
4. DOUBLE HUNG
5
5
39.0
47.0
12.7
38.5
-51.1
20-1103.08
55-55
REGENCY
SERIESS305
5. HORIZONTAL ROLLER
5
5
51.0
36.0
12.8
38.5
-51.1
20-1103.09
55-55
REGENCY
SERIES5405
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6. HORIZONTAL ROLLER
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51.0
36.0
12.8
38.5
-51.1
20-1103.09
55 -55
REGENCY
SERIESS405
Q
7. HORIZONTAL ROLLER
5
5
51.0
36.0
12.8
38.5
-51.1
20-1103.09
55 -55
REGENCY
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