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Home My WebLink AboutProduct Approval Florida Building Code Online KORMA 00PAPT$AWT OF Business & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval d b r '4-J.0-11 USER:Public User Product Anoroyal Menu>Application Detail FL# FL11409-R9 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived 13 Product Manufacturer Regency Plus Incorporated Address/Phone/Email 2000 Locust Gap Highway MountCarmel, U t I 0 n Carmel, PA 17851 (5 0) (570)339-3374 tonyp@Econservationw!ndows.com Authorized Signature Tony Procopio tonyp@conservationwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Categoryinclows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/NWWDAI01/I.S.2 1997 AAMA/WDMA/CSA 101/l.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Eli affirm that there are no changes in the new Florida Building https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn--viGEVXQwtDqv8JyqqZ9WuEBsxLzV20SVfnxNCsKn4anR9J9xCgjYQCA*/*3d%3d[1/3 1/2018 12:47:01 PNfl Flonda Building Code Online Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Oyes ONo ON/A FL11409 R9 COC Affirmation FL11409 417-0906 ss pdf Product Approval Method Method 1 Option A Date Submitted 01/04/2018 Date Validated 01/04/2018 Date Pending FBC Approval Date Approved 01/09/2018 Summary of Products FL# Model, Number or Name Description l 11409.1 i Series 3000/4000 Series 3000/4000 Non Impact Fixed Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Na FL11409 R9 C CAC NI006320-R6 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: +70/-70 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL FL11409 R9 II 08-01380A.odf WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA Verified By: Luis Roberto Lomas 62514 j CERTIFIED(TPL-1). Created by Independent Third Party: Yes Evaluation Reports FL11409 R9 AE 511998B.Ddf Created by Independent Third Party: Yes ---- ... .......- - _........_ _ _. ....... — s 11409.2 Series 5105 Series 5105 Impact Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R9 C CAC NI006317A-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2021 Design Pressure: +55/-55 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL FL11409 R9 II 08-01381C.pdf WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA Verified By: Luis Roberto Lomas 62514 CERTIFIED(TPL-1). Created by Independent Third Party: Yes Evaluation Reports FL11409 R9 AE 14042315 saflex.pdf FL11409 R9 AE 511999D.pdf Created by Independent Third Party: Yes —. 11409.3 Series 5108 Series 5108 Vinyl Impact Rated Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R9 C CAC NI009490-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +55/-55 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL EL11409 R9 II 08-01395C.pdf WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA Verified By: Luis Roberto Lomas 62514 CERTIFIED(TPL-1). Created by Independent Third Party: Yes Evaluation Reports FL11409 R9 AE 16111701PVB.pdf FL11409 R9 AE 512014C.pdf Created by Independent Third Party: Yes ......... . ...... — ................._ 11409.4 Serie s 5110 Series 5110 Vinyl Fixed Window a , Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R9 C CAC NI011103-R1,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2022 Design Pressure: +55/-65 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL FL11409 R9 II 08-01601B.pdf WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA Verified By: Luis R. Lomas, P.E. 62514 CERTIFIED(TPL-1). Created by Independent Third Party: Yes Evaluation Reports FL11409 R9 AE 16111701PVB.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx9parain—wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVl'nxNCsKn4anR9J9xC&iYQCA%3d°o3d[1/31/2018 12'.47.01 PM] Florida Building Code Online f FL11409 R9 AE 5122S8C.pdf l Created by Independent Third Party: Yes 1409.5 Series 6613 Series 6613 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R9 C CAC NI011688-R2 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2027 Design Pressure: +55/-55 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL FL11409 R9 II 08-02243B.Ddf WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA Verified By: Luis Roberto Lomas 62514 CERTIFIED(TPL-1). Created by Independent Third Party: Yes Evaluation Reports FL11409 R9 AE 14091611 SG." FL11409 R9 AF 512963B.ndf .a .n Created by In ep nd #-Thir D-+, Ye 11409.6 Series 7113 Fixed Lite Window Series 7113 Fixed Lite Window 74"x72" Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11409 R9 C CAG NI011585-R2.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2027 Design Pressure: +50.0/-50.0 Installation Instructions Other: FL11409 R9 II 08-02617.12 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL11409 R9 AE 513396.ndf Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement fir.. 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. Product Approval Accepts: ire� Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVfnxNCsKn4anR9J9xCgjYQCA%3d`/3d[1/31/2018 12:47:01 PM] L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville,NC 27023 Report No.: 512963B 434-688-0609 rllomas.�lrlomaspe.com Manufacturer: Regency Plus, Inc. 2000 Locust Gap Highway Mt. Carmel, PA 17851 Product Line: Series 6613 Vinyl Fixed Window-96"x 48" Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02243 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 110-16563-1 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories,York, PA TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, ±55.Opsf design pressure, 8.25psf water penetration. TAS 203-94 Cyclic Pressure loading±55.Opsf design pressure 3. Report No.: NCTL 110-16563-2 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories,York, PA ASTM E1886-05 and ASTM E1996-02/06/09 ASTM E1886/E1996 Large Missile Impact, Level D,Wind Zone 4 ASTM E1886/E1996 Cyclic Load Test, ±55.Opsf design pressure 4. Report No.: NCTL 110-16563-3 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories, York, PA AAMAMDMA/CSA 101/I.S.2/A440-05/08/11 Design pressure: ±55.Opsf Water penetration resistance 8.35psf 5. Anchor calculations, report number 512963-1 A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±55.Opsf • Maximum unit size: 96"x 48" • Units must be glazed per ASTM El 300-04/09, see installation instructions for glass details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02243 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed S `�•'�\r, sF•s `� ;�o • TATE 4F , 4u:Z '�'c�'':c��R IOP•��'�� ss�4NA�\E?G��\ 11111 1 of 1 Luis R. Lomas, P.E. FL No.:62514 02/20/2017 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED EDGE DIMENSIONS 03/02/15 R.L. 96" MAX FRAME WIDTH 12" MAX B REVISED GLASS DETAILS 01/25/17 R.L. 4" MAX O.C. DMAX NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 4" MAX REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY T— TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY / OF THE ARCHITECT OR ENGINEER OF RECORD. / 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR i / MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF 12" COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MAX O.C. 48" 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN MAX HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. FRAME 5) FRAME MATERIAL: EXTRUDED RIGID PVC. / HEIGHT / 6) UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 1 FOR GLASS DETAILS. / 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". 4" MAX. 9) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS 6613 VINYL FIXED WINDOW SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. EXTERIOR VIEW 11) FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. DESIGN PRESSURE RATING IMPACTRATING LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. LARGE 12) ALL FASTENERS TO BE CORROSION RESISTANT. t55.OPSF MISSILE IMPACT 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH MISSILE LEVEL D,WIND ZONE 4AND HVHZ STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33K5I/FU=52KSI OR ALUMINUM 6063—T5 7/8" 1/8" ANN 14) GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN THIS 0.090" SENTRY GLAS SHEET BY KURARAY SIGNED:01/26/2017 1/8" ANN 5/32"TEMP REGENCY PLUS, INC. ``�+II11111I/�� EXTERIOR DESICCANT STEEL 2000 LOCUST GAP HIGHWAY �`\J\5 RE Lp��'// SPACER MT. CARMEL, PA 17851 `r•��G NSA ,cP SYSTEM SERIES 6613 VINYL FIXED WINDOW *• 0 *- 9/16" BITE INTERIOR 96" x _y /k It= S ELEVATION, ANCHORINGING AND NOTES ��p• TAT OF DRAWN: OWG NO. REV %�'PFs �ORIOP SIKAF552 GLAZING DETAIL SHEET N0. TABLE OF DESONTENTS V.L.CRIPTION scA<E NTS DATE 10/23/13 08 SOEE243 T 1 OF 4 B //7�SIf/I SEALANT 1 ELEVATION, ANCHORING AND NOTES L.ROBERTOLOMASP.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE.NG 27023 FL No.: 62514 2 – 4 INSTALLATION DETAILS 434-696-0609 Alomas@lrlomaspe.00m REVISIONS REV DESCRIMION DATE APPROVED 1/2" MIN. A ADDED EDGE DIMENSIONS 03/02/15 R.L. EDGE DISTANCE 8 REVISED GLASS DETAILS 01/25/17 R.L. WOOD FRAMING OR 2X BUCK i BY OTHERS ` �"1• 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. 1/4" MAX. APPROVED EMBEDMENT r SHIM SPACE SEALANT QQp 1/4" MAX. HIM SPACE L- 1/2" MIN. n D EDGE DISTANCE �Ll+ #10 WOOD SCREW INTERIOR #10 WOOD SCREW p WOOD FRAMING O OR 2X BUCK BY OTHERS-11i U d EXTERIOR INTERIOR APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATKNII #10 WOOD SCREW NOTES: APPROVED LLL�� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT Q0 1/4" MAX. NOT SHOWN FOR CLARITY. SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 WOOD FRAMING t 3/8" MIN. SIGNED:01;26:2017 OR 2X BUCK EMBEDMENT BY OTHERS 2000 GENCY LOCUSTPGAPSHIGHWAY `�`�J�S�R iILoM9 MT. CARMEL, PA 17851 �v • GENS' �,y 1/2" MIN. y V F EDGE DISTANCE SERIES 6613 VINYL FIXED WINDOW *• 0(,,.t6�,OF 5�yaecor* VERTICAL CROSS SECTION 96" X 48" =a�� 1 E WOOD FRAMING OR 2X BUCK INSTALLATION INSTALLATION DETAILS X10• TAT tv\ DRAWN: DWG N0. REV scALE NTS DATE 08 10/23/13 EEr23 s OF 4 L.ROBERTO LOAIAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L N o.: 6 2 51 4 434£88@atr 0609 rllomasbmespe.o REVISIONS REV DESCRIPTION DATE AP D 3/4" MIN. A ADDED EDGE DIMENSIONS 03/02/15 L. METAL EDGE DISTANCE STRUCTURE 8 REVISED GLASS DETAILS 01/25 R.L. OTHERS "m APPROVED SEALANT 1/4" MAX. Q HIM SPACE 1/4" MAX. n SHIM SPACE If D #10 SMS OR UUUU SELF DRILLING CREW 3/4" MIN. EDGE DISTANCE Q INTERIOR #10 SMS OR SELF DRILLING SCREWS METAL p EXTERIOR INTERIOR STRUCTURE O BY OTHERS C� EXTERIOR XTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION #10 SMS OR n SELF DRILLING U SCREW APPROVEDQo NOTES: SEALANT 1.INTERIOR AND RIOR FINISHES,BY OTHERS, O 1/4" MAX. NOT SHOWN FOR C SHIM SPACE 2.PERIMETER AND JOIN ALANTBYOTHERS TOBE METAL DESIGNED IN ACCORDANCE ASTME2112 STRUCTURE SIGNED:01/26/2017 BY OTHERS 3/4" MIN. REGENCY PL , INC. wt1111i/J1i, EDGE DISTANCE 2000 LOCUST GAP HIG Y `�`�J�9 R'10119��i MT. CARMEL, PA 17851 `�••��GENs�••cP-� V TICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 6613 VINYL FIXED WINDOW *• 0,6POKF 96" X 4D ��INSTALLATION DETAILS ��D TAT DRAWN: DWG N0. REV �'O•-:'loR1OP V.L. 08-02243 B ��j7 •NAl��`` SCALE NTS I DATE 10/23/13 SNEET3 OF 4 7�II1 111\x\ L.ROBERTO LOAUIS P.E. LUIS R. Lomas E. 1432 WOODFORD RD LEWISVILLE.AIC 27023 FL No.: 62514 434-688-0609 dlomasc&ftmaspe.com 2 1/2" MIN. REHSIONs EDGE DISTANCE REV DESCRIPTION DRTE APPROVED CONCRETE/MASONRY , A ADDED EDGE DIMENSIONS 03/02/15 R.L. BY OTHERS 4 < - 9 REVISED GLASS DETAILS 01/25/17 R.L. a• 41 1/4" MIN. OPTIONAL 1X BUCK ° •n •4 EMBEDMENT 1 1/4" MIN. TO BE PROPERLY EMBEDMENT SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS APPROVED q 1/4" MAX. OPTIONAL 1X BUCK o.a 1/4" MAX. SEALANT Q� SHIM SPACE TO BE PROPERLY SHIM SPACE QSECURED SEE NOTE 3 SHEET 1 D3/16" TAPCON 3/16" TAPCON s Q� e a O INTERIOR 2 1/2" EXTERIOR INTERIOR MIN. EDGE a o DISTANCE O APPROVED EXTERIOR SEALANT 3/16" TAPCON JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION APPROVED D NOTES' SEALANT 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. DD 1/4" MAX. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 TO BE PROPERLY O SECURED SIGNED:01/26/2017 SEE NOTE 3 SHEET 1 CONCRETE MASONRY 4 • 2000GEOCUSTNCY PGAPSHIGHWAY \�\\\\SLR!ILI0�1Yi�� BY OTHERS , n 1 1/4" MIN. MT. CARMEL, PA 17851 a EMBEDMENT SERIES 6613 VINYL FIXED WINDOW *• 0 ReF 4 e 96" X 48" • ,4 INSTALLATION DETAILS ;�� 2 1/2" MIN. DRAWN DWG NO. REV //� COR1O*•� \ DISTANCEEDGE VERTICAL CROSSSECTIONv.L. NTS DATE 10/23/13 08 SHEET43 OF 4 CONCRETEIMASONRY INSTALLATION L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 AlomasC3IrI=aspe.aom FL No.: 62514