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Product Approval Menu>Product or Application Search>Application Checklist>Application Detail
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E FL# FL20130-114
Application Type Revision
! I
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
i the POC and/or the Commission if necessary.
Comments
Archived
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Product Manufacturer Regency Plus Incorporated
Address/Phone/Email 2000 Locust Gap Highway
Mount Carmel,PA 17851
(570)339-3374
tonyp@conservationwindows.com
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Authorized Signature Tony Procopio
tonyp@conservationwindows.com
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Technical Representative Joe Korzeniecki
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel,SD 17851
i (570)339-3374
joek@window-pros.info
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Quality Assurance Representative Joe Korzeniecki
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel,PA 17851
(570)339-3374
joek@window-pros.info
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
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Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
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Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%2f7BClluzbRgg2uwLGx6ilYhDUxPfO9nJFQ%3d%3d 1/2
5/25/2019 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 05/15/2019
Date Validated 05/16/2019
Date Pending FBC Approval
Date Approved 05/21/2019
Summary of Products
FL# Model,Number or Name Description
20130.1 Series 7013 Vinyl Horizontal Series 7013 Vinyl Horizontal Sliding Window 120"x 63"Non-Impact XOX
Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20130 R4 C CAC NIO11581-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/31/2023
Design Pressure: +50.0/-50.0 Installation Instructions
Other: FL20130 R4 II RPLS0071 RevO Series-7013-XOX-HS ss.pdf
Verified By: Robert J.Amoruso,PE FL PE No.49752
Created by Independent Third Party:Yes
Evaluation Reports
FL20130 R4 AE PERNo2528 Rev2 FL20130 5505 7013 7413 HS ss.pdf
Created by Independent Third Party:Yes
20130.2 Series 7413 Vinyl Horizontal Series 7413 Vinyl Horizontal Sliding Window 74"x 63"Non-Impact XO
Sliding Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL20130 R4 C CAC NIO11582-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/31/2023
Design Pressure: +50.0/-50.0 Installation Instructions
Other: FL20130 R4 II RPLS0072 RevO Series-7413-XO-HS ss.pdf
Verified By: Robert J.Amoruso,PE FL PE No.49752
Created by Independent Third Party:Yes
i Evaluation Reports
I FL20130 R4 AE PERNo2528 Rev2 FL20130 5505 7013 7413 HS ss.pdf
Created by Independent Third Party:Yes
20130.3 Tech 5505 Vinyl Horizontal Tech 5505 Vinyl Horizontal Sliding Window 111"x 63"HVHZ IMPACT XOX
i
Sliding Window
I Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20130 R4 C CAC NIO14253-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2022
Design Pressure:+55/-55 Installation Instructions
Other: FL20130 R4 II RPLS0077 RevA 5505 HS XOX ss.pdf
Verified By: Robert J.Amoruso,P.E.FL PE 49752
Created by Independent Third Party:Yes
Evaluation Reports
FL20130 R4 AE PERNo2528 Rev2 FL20130 5505 7013 7413 HS ss.pdf
Created by Independent Third Party:Yes
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Hack Next
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Contact Us::2601 Blair Stone Road,_Tallahassee FL 32399 Phone:850-487-1824
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy atement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
i Product Approval Accepts:
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Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgsSY4JywRcv%2f7BClluzbRgg2uwLGx6ilYhDUxPfO9nJFQ%3d%3d 2/2
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2528, Rev. 2 1 Project No. 419-0301 1 5/3/19 1 Page 1 of 2
Product Manufacturer Product Name, Model and/or Description
Regency Plus Incorporated 7013 Vinyl Horizontal Sliding Window XOX
2000 Locust Gap Highway 7413 Vinyl Horizontal Sliding Window XO
Mount Carmel, PA 17851 Tech 5505 Vinyl Horizontal Sliding Window XOX
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Florida Product Approval No.: FL20130
Code: Current Edition of the Florida Building Code including the 6'Edition(2017) 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.:
• 7013 Vinyl Horizontal Sliding Window XOX
o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York,PA
signed and sealed by Robert H.Zeiders, P.E.
■ NCTL-110-15924-1,AAMA/WDMA/CSA 101/I.S.2/A440-05&08
o PTC Product Design Group Drawing No. RPLS0071, First Issue, dated 1/11/18,signed and sealed by Robert
J.Amoruso,P.E., FL License Number 49752
• 7413 Vinyl Horizontal Sliding Window XO
o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York,PA
signed and sealed by Robert H.Zeiders, P.E.
■ NCTL-110-15926-1,AAMA/WDMA/CSA 101/I.S.2/A440-05&08
o PTC Product Design Group Drawing No. RPLS0072, First Issue,dated 1/11/18,signed and sealed by Robert
j J.Amoruso,P.E., FL License Number 49752
• Tech 5505 Vinyl Horizontal Sliding Window XOX
o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA
signed and sealed by Harold E. Rupp, P.E.
NCTL-110-21458-1,TAS 201-94,TAS 202-94 and TAS 203-94(per 6' Edition(2017)Florida
■ Building Code,dated 10/18/18
o PTC Product Design Group Drawing No. RPLS0077, Rev.A,dated 5/3/19,signed and sealed by Robert J.
Amoruso, P.E., FL License Number 49752
Component Approvals:
• Extruded rigid PVC by Energi Fenestration Solutions USA, Inc.Per Miami-Dade NOA No. 18-0122.02 or later to the
Current Edition of the Florida Building Code.See Miami-Dade NOA listing here.
• ; Kuraray America Trosifol PVB interlayer code conformance per the currently issued Miami-Dade NOA No.17-
1114.14 or later to the Current Edition of the Florida Building Code.See Miami-Dade NOA listing here.
Engineering Analysis It Evaluation:
• Anchorage engineering in accordance with the current edition of the Florida Building Code for 7013 Vinyl
Horizontal Sliding Window XOX&7413 Vinyl Horizontal Sliding Window XO signed and sealed by Robert J.
Amoruso, P.E., FL License Number 49752.
• Anchorage engineering in accordance with the current edition of the Florida Building Code for Tech 5505 Vinyl
f Horizontal Sliding Window XOX 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.2594-12, Rev.0,signed
and sealed by Robert J.Amoruso, P.E., FL License Number 49752.
o Evaluation formed basis for NAM[Waiver of Retest for frame profile substitution.
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
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2528, Rev. 2 1 Project No. 419-0301 1 5/3/19 1 Page 2 of 2
Performance Standards (used in testing):
• AAMA/WDMA/CSA 101/I.S.2/A440-05
• AAMA/WDMA/CSA 101/I.S.2/A440-08
• TAS 201-94,TAS 202-94 and TAS 203-94(per 611 Edition(2017) Florida Building Code
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Limitations It Conditions of Use:
• The following product has not been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
o 7013 Vinyl Horizontal Sliding Window XOX
o 7413 Vinyl Horizontal Sliding Window XO
• The following product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
c Tech 5505 Vinyl Horizontal Sliding Window XOX
• The following product will require an approved impact protective system when used in wind borne debris regions.
o 7013 Vinyl Horizontal Sliding Window XOX
o 7413 Vinyl Horizontal Sliding Window XO
• ! The following product will not require an approved impact protective system when used in wind borne debris
regions including the HVHZ.
o Tech 5505 Vinyl Horizontal Sliding Window XOX
• 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.
j o Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations.
• i 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 7-10 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.
• 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.
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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.
Evaluated By:
Robert J.Amoruso, P.E.
FL P.E.License Number 49752
PTC Product Design Group, LLC PO Box 520775 1 Longwood, FL 32752-0775
r�lL 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. Report No. 2528, Rev. 2 1 Project No. 419-0301 1 5/3/19 1 Page 3 of 2
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PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775
r/S. 321-690-1788 1 FBPE Certification of Authorization No. 25935
NOTICE OF PRODUCT CERTIFICATION
er
CERTIFICATION NO: NI014253-R1
� A DATE: 11/01/2018
ft� CERTIFICATION PROGRAM: Structural
COMPANY: Reg
ency
CODE: 750-1
REVISION DATE: 05/08/2019
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To verify that the"Notice of Product Certification"is valid,please visit www.NAMCertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NANII if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Regency Plus,Inc. Series "5505"
2000 Locust Gap Highway Vinyl Horizontal Sliding Window
Mount Carmel,PA 17851
Configuration:XOX
Glazing:IG-1/8"Tempered Glass/1/8"Annealed
Glass/0.090"PVB Interlayer/1/8"Annealed Glass
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Frame: W-2819mm(111") H-1600mm(63")
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Sash: W-813mm(32") H-1521mm(59.88")
DLO: W-1041mm(41") H-1461mm(57.5")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: ±2633 Pa (f55 psf)
Water Penetration Resistance Test Pressure:395 Pa(8.25 pso
Large Missile Impact Rated
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-110-21458-1 W-1901
Expiration Date: October 31,2022
.104
Administrator's Signature:
i
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
REGENCY PLUS, INC. ce
SERIES--TECH 5505 VINYL-HORIZONTAL -SLIDING (XOX)-WINDOW
NOTES: INSTALLATION ANCHORAGE DETAILS N
W
W - Z F
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), 0 Lu
a y
a
2, 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY 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 CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.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.CRETE/MASONRY SUBSTRATE.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR 3
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. O
❑ 1
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-11fJ-21458-1,DATED 10/18/18 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY z
LL
HAROLD E.RUPP,FLORIDA P.E. �' a O
X zC
5. MATERIAL:
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER MIAMI-DADE NOA NO.18-0122.02 OR CURRENT NOA. LD o
> z
5.2. REINFORCEMENT: o
5.2.1. GALVANIZED STEEL BAR(0.72"X 0.355",Fy=30-50 ksi&Fu=37.5-68.7 ksi)-ACTIVE STILES ¢_
5.2.2. GALVANIZED STEEL C-CHANNEL(0.73"X 0.434"X 0.060"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-RAILS AND FIXED MEETING STILE,
5.2.3. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.060"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-FIXED MEETING STILE Z CD r-
¢ F
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER MIAMI-DADE NCA NO,17-1114.14 OR CURRENT NOA. Ui= i<
-
�a. 0 W
6. GLAZING: ILCD w 0 O
6.1. GLAZING DETAIL AS TESTED: V�g O z
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. Z( _
6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. W O U y
6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC, w OJ F
6.1.4. SPACER TYPE/SIZE:CARDINAL XL EDGE 7/16"STAINLESS STEEL SPACER(TYPE SS-D) o ,�
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N N
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET 'O 1
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. U g
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. W
rn
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w
K
W
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 CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO F
MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+A 1"TOLERANCE. Robert J.Amoruso,P.E.
Florida P.E.No.49752
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
10.1. #12 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
10.2. #14 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 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 AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 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 OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ)
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI TABLE OF CONTENTS
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF SHEET DESCRIPTION
13.4. METAL STRUCTURE:STEEL 18GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 1 NOTES
14. APPROVED CONFIGURATIONS:XOX,OX AND XO.OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. 2 ELEVATION&ANCHOR LOCATION
14.1. FRAME HEIGHT WILL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX.FRAME WIDTH WILL BE LIMITED BY SASH SIZE PTC Product Design Group,LLC
AND DLO LIMITATIONS. 3 VERTICAL INSTALLATION DETAILS PG Box 520T75
14.2. DAYLIGHT OPENING(DLO)WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. 4 HORIZONTAL INSTALLATION DETAILS 321L pongwood FL 32752-0775 com
14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX.
14.4. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED DUE TO THE LOWER FRAME WIDTH. FBPE Certificate of Autbodzation
5 BILL OR MATERIALS No.25935
A B
DESIGN PRESSURE RATING(PSF) IMPACT RATING
LARGE MISSILE _
Lu
+55.0/-55.0 IMPACT 0 ~O
(SMALL MISSILE w =
F. ENVELOPED) ❑ R
= a uj
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NOTES:
1. MAXIMUM ACTIVE PANEL SIZE:32"X 59-7/6"
W 2. DAYLIGHT OPENING SIZE: I'<
C °pp 2.1. ACTIVE.:28-3/4"X56-5/8"
2.2. FIXED:41"X 57-1/2"LL 3, WEEP HOLE SIZE AND LOCATIONS 3.1. INTERIOR SILL t,3.1.1. SIZE:19.05 MM(0.75")WIDE BY 4.57 oMM(0.180")HIGH NOTCH 3.1.2. LOCATION:EACH END AND 800MM(31.5")FROM EACH END OF THE INTERIOR SILL INSERTA B 3.2. EXTERIOR SILL3.2.1. 19.05MM(0.75")WIDE BY6.35MM z�0 25" a111"MAX. FRAME WIDTH ( . )HIGH NOTCH rn=3.2.2. LOCATION:EACH END OF THE a
SERIES 5505 VINYL-HORIZONTAL SLIDING XOX WINDOW EXTERIOR SILL TRACK o w o
EXTERIOR VIEW 3.3. INTERIOR SILL =-a z
3.3.1. SIZE:9.53 MM(0.375")DIAMETER 0 o U z a
10"MAX. 1 I MAX. 5-1/2"MAX.TYP. 3.3.2. LOCATION:419 MM(16.5")AND 826 UJ Jo�N p
1�"MAX. MM(32.5")FROM EACH END AND o N;
MIDSPAN OF THE INTERIOR SILL N
9 TYP. 1
TRACK c=.1 w
3.4. EXTERIOR SILL
r 3.4.1. SIZE:25.4 MM(1")WIDE BY 6.35 MM w I
)HIGH W LOCH
3.4,2, LOCATION:EACH END OF THE10 rn
EXTERIOR SILL TRACK
CENTERLINE 13"MAX.TYP. 3.5. EXTERIOR SILL
/ Robert J.P.E.No.o,P.E.
/ MEETING 3.5.1. SIZE:32 MM(1.25")WIDE BY 6.35 MM Florida .E.No,49752
/ RAILS(TYP.) / (0.25")HIGH WITH PLASTIC WEEP
COVER
X / O / v / 3.5.2. LOCATION:76 MM(3")FROM EACH
/� END OF THE EXTERIOR SILL FACE
3"MAX.TYP. —� 4"MAX.TYP. NOTES:
3"MAX.TYR 1. HEAD AND SILL ANCHORAGE THE SAME.
9"MAX.TYP. 2. +f_1"TOLERANCE ON ANCHOR LOCATION.
3"MAX.TYP. 2.1. TAPCON MINIMUM SPACING IS 4"OC.
91'MAX.TYR 2.2. WOOD AND TAPPING SCREW MINIMUM PTC Product Design Group,LLC
SPACING IS 2"OC. P Box 520775
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 321-690g1788 n(o@pto-o pcom
EXTERIOR VIEW-ANCHORAGE FSPE Certificate of Authorization
No.25935
on
INSTALLATION ANCHOR. WOOD /77 INSTALLATION ANCHOR. WOOD
___SCREW__SHOWN_-SEE-NOTE-5. - -_ -S-CREW-SHOWN. SEE NOTE 5,
SHEET 4 FOR ANCHOR TYPE SHEET 4 FOR ANCHOR TYPE 9
�2 REQUIRED. REQUIRED. ca w
MIN. EDGE DISTANCE. SEE MIN. EDGE DISTANCE SEE c~i 0
z
NOTE 5, SHEET 4. MIN. EMBEDMENT, NOTE 5, SHEET 4. MIN. EMBEDMENT, W, If
0
F
SEE NOTE 5, F SEE NOTE 5, 12: w
.SHEET 4. SHEET 4.
a
INSTALLATION INSTALLATION w
SUBSTRATE BY SUBSTRATE BY
OTHERS. SEE OTHERS. SEE
NOTES 1 TO 3, NOTES 1 TO 3,
SHEET 4. SHEET 4.
0
r 11
1/4" MAX.7 1/4" MAX. a
SHIM SPACE SHIM SPACE 5
PERIMETER SEAL QO PERIMETER SEAL
BY OTHERS BY OTHERS
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WINDOW WINDOW <a-
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EXTERIOR INTERIOR EXTERIOR INTERIOR W 5 L)
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Robert J.Amoroso,P.E.
1/4" MAX. 1/4" MAX. Florida P.E.No.49762
SHIM SPACE 13 SHIM SPACE
PERIMETER SEAL PERIMETER SEAL
BY OTHERS F-1 A, BY OTHERS
INSTALLATION MIN. EMBEDMENT, INSTALLATION MIN. EMBEDMENT,
SUBSTRATE BY SEE NOTE 5, SUBSTRATE BY SEE NOTE 5,
OTHERS. SEE SHEET 4. OTHERS. SEE SHEET 4.
NOTES 1 TO 3, NOTES 1 TO 3,
SHEET 4. SHEET 4.
MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. MIN. EDGE DISTANCE.
NOTE 5, SHEET 4. WOOD SCREW SHOWN. SEE SEE NOTE 5, SHEET 4.
NOTE 5, SHEET 4 FOR
ANCHOR TYPE REQUIRED.
VERTICAL CROSS SECTION A—A VERTICAL CROSS SECTION B—B PTC product Design Group,LLC
WOOD FRAMING, 2X WOOD BUCK, WOOD FRAMING, 2X WOOD BUCK, PO Box 520775
. d'FL 32752-0775
CONCRETE/MASONRY OR METAL FRAME CONCRETE/MASONRY OR METAL FRAME 321L690-178; - "' "n APPROVED APPROVED FBPE Csrtlfj2�efo@fAuthDnrzPafion
No.25935
INSTALLATION NOTES:
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1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: �
1.1. WOOD FRAMING, m
1.2. STEEL STUD FRAMING, _ _ Z
1.3. ALUMINUM FRAMING,AND
1.4. CONCRETE AND/OR MASONRY. -`_ -{_--_-- -`-- --_------_-
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2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR d,
ENGINEER OF RECORD. Z W
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3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL W Z
LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER 0 W y
OF RECORD. rn
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4, 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". �
S. SUBSTRATE ANCHORING METHODS:
5.1. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+A 1"TOLERANCE.
5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
5.2.1. #12 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND O
INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE IA 1"TOLERANCE. Z m c
5.2.2. #14 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION LL
DETAILS.ANCHOR LOCATIONS HAVE+/_1"TOLERANCE. '� U O
X ��� v
5.3. FOR ANCHORING INTO METAL STRUCTURE USE#14 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 AND MINIMUM ANCHOR-TO-ANCHOR O
SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/_1"TOLERANCE. X
6. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. } Z H
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7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. U= y Z
MIN. EMBEDMENT, "!'E aO
SEE NOTE 5, Z: � Z
SHEET 4. 1/4" MAX. IL�LU 0
SHIM SPACE in
Z,W mz
INSTALLATION ANCHOR. WOOD ;o Z¢
SCREW SHOWN. SEE NOTE 5, INTERIOR W S 2"z
SHEET 4 FOR ANCHOR TYPE a d N 'N
REQUIRED. W$ I 1
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MIN. EDGERobert F
DISTANCE. SEE ❑ FloridaJP E.No.a49752
NOTE 5, SHEET 4.
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INSTALLATION SUBSTRATE
BY OTHERS. SEE NOTES 1 PERIMETER SEAL EXTERIOR
TO 3, SHEET 4. BY OTHERS
Im WINDOW WIDTH
HORIZONTAL (JAMB) CROSS SECTION C-C PTC Product Group,LLC
PO Booxx 52020775
WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY 321-690�1788 nfo@pto- rpcom
FBPE Ce ti
OR METAL FRAME APPROVED No.t25935 Authorization
Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material
Supplier Part Numbers - Description - ---- -- ---- - Quantity Supplier-----------Part Numbers -- - - - - Description Quantity $
Energi/Royal N White 1060/7720 Master Frame(H) 2 H grade Metals ST-226-144-0.062 Impost Mullion(H) 2
Energl/Royal N White 1060/7720 Master Frame(W) 2 Hygrade Metals ST-888-168.0.062 Impost Mullion(H) 2 rn
Energi/Royal N White 1073/7724 Pocket Cover Heights/Vents 2 Joseph Fazzlo Steel 616242-120Solid —Operating Sash Lock Side/H-1 2 $ rW-
Energi/Royal N White 1073/7724 Pocket Cover Heights I(W) 1 Product Design H884 Screen Clip Clear 40 z zo
Energl l Royal IV White 1073/7724 Pocket Cover Heights/Vents H 4 Product Design H3160 Screen Clip Clear 2 W ❑ e
Energi/Royal N White 1070/7736 Sash Stop Frame Cover/Vents 2 Product Design H808WHZ Wee Hole Cover White 2 a m
1.
Energi/Royal N White 1079/7737 Pocket Insert/Center Section PW 2 Product Design WR03-R3 Stainless Steel Ball Bearing Rollers 4
Energi/Royal N White 1103/7726 PW Glazing Bead(Fixed Center Section)(W) 2 Industrial Sales VEN-VG-1208B Black Glazing Tape 118 x 318 x 86'(Fixed Center Section) 4
Energi/Royal IV White 1080/7763 PW Glazing Bead(Fixed Center Section H 2 RH Products HH-66 Vinyl Cement Interlock Cover(Operating Sash/Vents H 2
Energi/Royal IV White 1063/7735 Impost Mullion(Fixed Center Section H 2 S.I.L.Plastic 00166-0001 Liftrail End Caps White 4 a
Energl/Royal IV White 1282/7750 Sash Frame(Operating Sash/Vents(H) 4 Smith Staple BEA 80/10 Stainless Steel Staples 318 x=Sash 16
Energi/Royal IV White 1282/7760 Sash Frame(Operating Sash/Vents(W) 4 Lindenmeyr W0511022 30PP12-18P50-9/16 X1 318 X 3 Foam Block 2 3
Energi/Royal IV White 1067/7746 Glazing Bead Stop(Operating Sash/Vents 4 James Spring Wire CS025 Hurricane Grade Spring 4 O ^
❑ ^ n
Energl/Royal IV White 1087/7746 Glazing Bead Stop(Operating Sash/Vents H 2 Novagard Silicones 02-MX0150010C2 AccessoryParts Installation Translucent 1 z m
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Energi/Royal IV White 1066/7747 Glazing Liftrail Handle(Operating Sash/Vents H 2 Sika US 562 Sikaftex Black Wet Glaze(Operating Sash /Fixed Center Section 3 ' O
Energi/Royal IV White 1180/7727 Interlock Cover(Operating Sash/Vents H 2 Vision Industries 1067A-003-EW Hurricane Tilt Latch 4 X V`o_ -
Energi/Royal IV White 1078/7726 Sash Cover(Operating Sash /Vents H 2 Vision Industries 3220SS-003-EW Safe Seal Lock 4 0 ; E
Ultra-Fab W23303NW0000 .210 x.300 Fin Seat Pocket Cover /1073/7724 3 Vision Industries 8292A.003-EW Safe Seal Keeper 4 z a o 2
Ultra-Fab W23303NW00OO .210 x.300 Fin Seal Pocket Cover H 11073/7724 4 Frank Lowe 2NB-BK-0.126-032-064 Glass Setting Blocks Sash To /Sash H 8 < o
Ultra-Fab W23303NW0000 .210 x.300 Fin Seal Impost Mullion H /1063/7735 2 Frank Lowe 2NB-BK-0.125-032.064 Glass Setting Blocks Fixed Base 2 U N
Ultra-Fab W2330INWOOOO .187 x.300 Fin Seal Interlock Cover H /1180/7727 2 Frank Lowe 2NB-BK-0.126-026.028 Glass Setting Blocks Sash Base 4 Z ^ a¢ < ui
Ultra-Fab W23301N W0000 .187 x.300 Fin Seal Interlock Cover(Top/Blocks/118017727 4 GLF Corporation 137341 N 8-18 x 0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 4 V1 x¢ z m 2 z a
Ultra-Fab W23301 NW0000 .187 x.300 Fin Seal Sash Pre me(H)11282 17760/Energl 4 GLF Corporation 1120376 #8 x 1 1/4"Tek White i Locks 8 n a-a O L
Ultra-Fab W23301 NWOODO .187 x.300 Fin Seal Sash Frame /1282/7750/Exterior To 2 GLF Corporation 116821 #6 x 1"Tek White/Keepers 8 a O w EE§ o
Ultra-Fab W23223NWOOOO .210 x.220 Fin Seal Sash Frame(W)11282177601 Exterior Base 2 GLF Corporation 166180 #6 x 1 114"Tek White/Impost Mullion Reber(H) 14 v�2 o W
Ultra-Fab W112267W0000 .270 x.220 Fin Seal Sash Frame H/Single Leg Screen Frame 4 GLF Corporation 120913 #8 x 31/2"Phil Pan HD SMS Salt Spray/Impost Mullion H 8 W ¢ O
Shapes Unlimited 0651GNEW192 Single Leg Frame New White 6 GLF Corporation 145030 #0626 x 0.194 Washer/Impost Mullion(H) 8 0 O O z
Shapes Unlimited 06516NEW192 Double Leg Frame New White 2 GLF Corporation 117695 #6 x 5B"Tek/Impost Mullion Reber H 18 Lu Jo 5 M
Adept 2584 Tension Springs 4 GLF Corporation 117595 #6 x 518"Tek!Sash Reber H 32 0 0
Phtfer 3002606 Fiberglass Screen Cloth Charcoal/28"x 600' 2 GLF Corporation 117595 #6 x 618"Tek/Sash Reber 16 N 9 1
Imperial Plastic USA EX-FLX-Q165-BK Screen Spline H/W) 1 GLF Corporation 116506 #5 x 3/8"Tek/Screen Clips White 6 v g
H gredeMeteIs CK262X260 Aluminum ComerKe s 8 Cardinal Hurricane Laminateim act 0 eratin Vent SashE3662.7mm/0.9.OPVBInterla erlG 2 tW-
Hygrede Metals ST-226.144-0.052 10perating Sash/(W-2 H-1) 6 ICardinal lHufficane Laminate Impact IFixed Center Section Sash E366 2.7mm/0.9.0 PVB Interlayer IG 1 w
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Robert J.Amoruso,P.E.
Florida P.E.No,49752
PTC Product Design Group,LLC
PO Box 520775
Longwood,FL 32712-0711
321.690-1786 Into@pto-corp.=rn
FBPE Certificate of Authorization
No.25935