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Home My WebLink AboutProduct Approval (3) _ Florida Building Code Online d't. 77-7 -7 r 77, syi 4 BCIS Home I Log In j User Registration i Hot Topics ( Submit Surcharge ! Sta s&Facts Publications j FBC Staff I BCIS Site Map i Unks I Search Honda 1 ' .001 iProduct Approval ',USER:Public User Product Approval Menu>Application Detail w FL# FL11 09-R9 Y3 Application Type _ Affir ation Code Version 2017 Application Status Appr ved ! � 4 W COmmentS Archived 0 en�ku' � Z 'aaR.2 F s �y Product Manufacturer Rege cy PlusedAddress/Phone/Email 200 LoayMou t C1(570 33tony @cdows.com n Authorized Signature Ton Procopio S V x tony)@conservationwindows.com Technical Representative l Y Address/Phone/Email r t Quality Assurance Representative y �d Address/Phone/Email Y. irl Category C�Fi ows Subcategory Compliance Method Cert fication Mark or Listing M Certification Agency Nati nal Accreditation &Management Institute °u "} Validated By Nati nal Accreditation &Management Institute k � $ t ! aakabs Referenced Standard and Year(of Standard) Stz ndard Year AA A/NWWDA101/I.S.2 1997 ai AA A/WDMA/CSA 1O1/I.S.2/A44O 2005 " ASM E1886 2005 AS M E1996 2002 TA 201 1994 a 1 TA 202 1.994 TA 203 1994 W Equivalence of Product Standards Certified By fi x�= ❑ affirm that there are no changes in the new Florida Building https:r/www.flori(inbuilding.org/pripr_app_ltl.aspx?parant==ivOEVXQwtDgv8Jyq(IZ,9WtiEBsxLzV2GSVfnxNCsKn4anR 9xCgjYQCA%3d%3d[1/3U2018 12:47:01 PAI] 4 Florida Building Code Online Code whfch affect my product(s)and my product(s)are in comp]ance with the new Florida Building Code. m Documentation from approved Evaluation or Validation Entity OY s ONo ON/A a: w N � Product Approval Method Meth d 1 Option A I AM tgl Date Submitted 01/0 /2018 aX I MOO Date Validated 01/0 /2018 ' Date Pending FBC Approval 4' Date Approved 01/G)/2018 �S X" Surnmaryof Products_ FL"#' - ModeI,Number or.Name� escription '* 11409.1 Series 3000/4000 eries 3000/4000 Non Impact Fixed Window Limits of UseCertification Agency Certificate Approved for use in HVHZ: No L11409 R9 C CAC N1006320-R6.pdf n�� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 2/31/2021 r "A Design Pressure: +70/-70Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL ZL11409 R9 II 08-01.380A.pdf ,- WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA ierified By: Luis Roberto Lomas 62514 CERTIFIED(TPL-1). reated by Independent Third Party: Yes valuation Reports :1-11409 R9 AE 511998B.12df � � �� '� reated by Independent Third Party: Yes a y3 _ 11409.2 Series 5105 erles 5105 Impact Fixed Window Limits of Use ertification.AgencyCertificate ' # Approved for use in HVHZ.Yes. ,AC�NI006317A 131pdf131pdf * Approved for use outside HVHZ:Yes uality Assurance.Contract Expiration Date r = Impact Resistant:Yes 09/30/2021 ta• �� ' DesignPressure: +55/-55 Insta llation Instructions r k 4 k% Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL Fl 114nq Pq TT 08-01381C.12df " r WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA Verified By: Luis Roberto Lomas 62514 CERTIFIED(TPL-1), Created by Independent Third Party: Yes s � FLI:1409 R9 AE 14042315 saflex.pdf. Evaluation Reports M S iRFL11409 R9 AE 511999D.pdf x � Created by Independent Third Party:Yes 11409.3 Series 5108 eries 5108 Vinyl Impact Rated Fixed Window Limits of Use ertification Agency Certificate * ` Approved for use in HVHZ:YesFL11409 R9 C CAC N1009490- Pdf Irv * Approved for use outside HVHZ:Yes uality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 1 Design Pressure: +55/-55 Enstallation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL - WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA Verified By: Luis Roberto Lomas 62514 { � CERTIFIED(TPL Created by Independent Third Party: Yes n valuation Reports r FL11409 R9 AE 16111701PVB.pdf '� � " � % 409 R9 AE 51290�4C•pdf �a Created by Independent Third Party: Yes 11409.4 Series 5110 Series 5110 Vinyl Fixed,Window 4 Approved for use outside HVHZ:Yes FL11 Agency Certificate Limits of Use Certification Approved for use`tn HVHZ:Yes NI0T1 1 t3-R1;p� s " ty Assurance Contract Expiration Date " Impact Resistant:Yes 04/30/2022 Design,Pressure:°+55/-65 Installation-Instructions 4e Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL - B WINDOWA'ND 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 FL7.1409 R9 AE 16111701PVB.12df htips:/%ivww.tloridabuilding.org%pripr_app.Atl.a px?param=%eGEVXQwtDgrRJyqgZ.9WuEBsxLzV2GSVfnxNCsKn4anR 9xCgiYQCA%3d%3dll/3li?OB 12:17:01 P•I) Florida Building Code Online F1 11409 R9 AF 5122S8C.pdf t reated by Independent Third Party: Yes 1409.5 Series 6613 S ries 6613 Vinyl Fixed Window Limits of Use C rtification Agency Certificate Approved for use in HVHZ:Yes L - t Approved for use outside HVHZ: Yes uality Assurance Contract Expiration Date { Impact Resistant:Yes 0/31/2027 " n Design Pressure: +55/-55 I stallation Instructions a411r` Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL11409 R9 IT 0 -02243B WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA erified By: Luis Roberto Lomas 62514 j CERTIFIED(TPL-i). reated by Independent Third Party: Yes valuation Reports 1114nQ P9 AF 14091611 SG.pdt �1_114QQ R9 AE 512963B.pdf reated by In ep nd nt hir P y: Ye a "F y, 11409:6 Series 7113 Fixed Lite Window eries 7113 Fixed Lite Window 74"x72" Non Impact r Lim'its of Use .' ertification Ag' nc Certificate Approved for use in HVHZ: No - ` Approved for use outside HVHZ-.,YesQuality Assurance Contract Expiration Date } °. Impact Resistant:No 4/30/2027 Design°Pressure: +50.0/-50.0 Installation Instructions a12 "' • Other: =LI1409,RQ TT 08-02617;pdf ,�� erified By: Luis Roberto Lomas 62514 ' r" '°� reated by Independent`Th'ird Party:Yes w.c valuation Reports e ,� F111409 R9 AE 513396.pdf iar_- Created by Independent Third Party: Yes Contact Us:•Z601 Blair Stone Road.Talla assee FL 32399 P 850-487-1824 The State of Florida is an AA/EEO employer, - Privacy Statement:;Accessibility Statement:;Refund Statement x _ Under Florida taw,email addresses are public records.If you do not want your a-mai I address released in response to a public-records request,do not send electronic x a # "',• 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 C apter 455,F.S.must provide the Department with an email address if they have ' one.The emalls provided may be used for official communication with the licensee. wever email addresses are public record.If you do not wish to supply a personal P Y P Y PPy 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 clic here Product Appro ial Accepts: Credit Card " Sa fe MMMIME i` s F https://ivww.floridabiiilding.orgipr/pr_app_dtl.aspx?parantwGEVXQwtDgvSJyqc17,9WijEBsxLzV2GSVfnxNCsKn4anR9 9xCyYQCA%3d%3d[I/3112018 12:47:01 PVI] L. Roberto Lomas P.E. Eillgineering Evaluation Report 1432 Woodford Rd. Lewisville,NC 27023 Report No.: 512963B 434-688-0609 rllomasCIrlomaspe.coin 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 tt e 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 Zei ers 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 Zei ers P.E. National Certified Testing Laboratories,York, PA AAMA/WDMA/CSA 101/I.S.2/A440-05108/11 Design pressure: ±55.Opsf Water penetration resistance 8.35psf 5. Anchor calculations, report number 512963-1A, prepared,signed a d 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 E1300-04/09,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 wi I acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is beingl issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of t le listed product(s). \��\S v•��C E * •# 4-- TAT.VOF � O R10P• ��'� //S70NAL, G��\ ilnll 1 of 1 Luis R. Lomas, P.E. FL No.:62514 02/20/2017 REVISIONS REV DESCRIPTION DATE APPROVED 96" MAX FRAME WIDTH A ADDED EDGE DIMENSIONS 03/02/15 R.L. 12" MAX 8 REVISED GLASS DETAILS 01/25/17 R.L. 4" MAX 4" MAX - -- ��~ O.C. 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 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 { / / 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 1S 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". 0) EOR ANCHORING�--�---__._......_...,_...._.-�.-_.-....--.—__....._.__ .—.—___�_ INTO ASONRY CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO 4" MAX. 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 DESIGN PRESSURE RATING IMPACT RATING WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. LARGE 12) ALL FASTENERS TO BE CORROSION RESISTANT. +55.OPSF MISSILE IMPACT 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUF'ACTURER'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=33KSI/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 ISLAS SHEET BY KURARAY - SIGNED:01/2612017 1/8" ANN 5/32-TEMP DESICCANT STEEL 2000 GENCY OCUSTPGAPSHIGHWAY ,� c, R I+LO��// EXTERIOR SPACER MT. CARMEL, PA 17851 �w•��GEM }-— SYSTEM 1 - , v F•, 9/16" BITE ❑ INTERIOR SERIES 6613 VINYL FIXED WINDOW =-V• �Ip TAT� * 96" x 48" ELEVATION, ANCHORING AND NOTES p, 0 F tr1 SIKAFLEX GLAZING DETAIL TABLE OF CONTENTS DRAWN: Owc NO. 08-02243 "8 �FSs;�0R1DG\ `� --- -- SEALANT SHEET N0: _ - DESCRIPTION SCALE NTS DATE 10/23/13 SREET1 OF 4 1 ELEVATION, ANCHORING AND NOTES L.ROSERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 2 - 4 INSTALLATION DETAILS 434-688.0609 Nlomas@1r1omaspc.wai REVISIONS REV DE5CRIP1ION DATE APPROVED 1/2" MIN. —��EDGE DISTANCE A ADDED EDGE DIMENSIONS 03/02/15 R.L. LWOOD FRAMING B REVISED GLASS DETAILS 01/25/17 R.L. -- OR 2X BUCK BY OTHERS 1 3/8� MIN. EMBEDMENT 1 3/8" MIN. 1/4" MAX. APPROVED EMBEDMENT SHIM SPACE SEALANTQ Q0 HIM SHIM SPADE 1/2" MIN. (� D llX10 WOOD EDGE DISTANCE lr ' SCREW n INTERIOR 1 o WOOD N SCREW WOOD FRAMING t BY OTHERS a EXTERIOR INTERIOR APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION #10 WOOD SCREW NOTES: APPROVED I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT �❑ 1/4" MAX. NOT SHOWN FOR CLARITY. SHIM SPACE 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 WOOD FRAMING t 1 3/8" MIN. SIGNED:01126.%2017 OR 2X BUCK EMBEDMENT BY OTHERS f 2 00 LOCUSTENCY GAPHIGHWAY ��,\\.b t ' r R!L0 ,�/� 1/2" MIN. MT. CARMEL, PA 17851 ✓•��GENq--y , EDGE DISTANCE SERIES 6613 VINYL FIXED WINDOW *• 96" X 48" _ 4:VERTICAL CROSS SECTION INSTALLATION DETAILS 770 WOOD FRAMING OR 2X BUCK INSTALLATION - . DRAWN: GwG NO. REV ��{t�`cLORV) - - - - GALE GnrE 08-02243 a i��Ss/ONA"�a NTS 10/23/13 . 2_-OF 4 . L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-060.9 410mas@ld0masp0.c M FL No.: 62514 REVISIONS REV DESCRIP7ION DATE AP VEO 3/4" MIN. A ADDED EDGE DIMENSIONS 03/02/15L. METAL EDGE DISTANCE STRUCTURE B REVISED GLASS DETAILS 01/25 7 R.L. OTHERS { APPROVED SEALANT 1/4" MAX. Q SHIM SPACE 1/4" MAX. n SHIM SPACE If D #10 SMS OR LLLL1111 SELF DRILLING CREW 3/4" MIN. EDGE DISTANCE nL_ INTERIOR #10 SMS OR SELF DRILLING SCREWS EXTERIORMETAL ❑ INTERIOR STRUCTURE � O BY OTHERS •�• � EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION #10 SMS OR n D SELF DRILLING U SCREW APPROVED Q❑ NOTES., SEALANT 1.INTERIOR AND F_RIORFINISHES,BYOTHERS, 1/h" MAX. NOT SHOWN FOR CLA SHIM SPACE 2.PERIMETER AND JOINT ALANTBYOTHERS TOBE METAL DESIGNED IN ACCORDANCE ASTM E211 STRUCTURE BY OTHERS SIGNED:01/26%2017 � 3/4" MIN. REGENCY PL INC. ��(�tII►�Ilr�� EDGE DISTANCE2000 LOCUST GAP HIG AYL��11��/�. V TICAL CROSS SECTION MT. CARMEL, PA 17851 Ns 9s�Fl METAL STRUCTURE INSTALLATION SERIES 6613 VINYL FIXED WINDOW *• 0 *' 96" X 48" � . INSTALLATION DETAILS p TATE OF. DRAWN: DWG NO. REv � LpRl'�P.G\ �� V.L. 08-02243 B /j `�CV\�� - - _ - SCALE NTS DATE 10/23/13 SHEE73. OF 4 NAiF\�� L.ROBERTO LOMAS P.E. LUIS R. Lomas .E. 1432 WOODFORD RD LEMSVILLE,NC 27023 FL NO.: 62514 434-688-0609 dlomas@trlomaspa. m 2 1/2" MIN. { REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY I "— I A ADDED EDGE DIMENSIONS 03/02/15 R.L. BY OTHERS .. °° 4': a B REVISED GLASS DETAILS 07/25/77 R.L. 1 1/4" MIN. OPTIONAL 1X BUCK " " ° °e ° EMBEDMENT 1 1/4" MIN. TO BE PROPERLY SECURED EMBEDMENT SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS APPROVED SEALANTQp� /4 MAX. OPTIONAL 1 X BUCK c 1/4" MAX. Q SHIM SPACE TO BE PROPERLY SHIM SPACE SECURED n SEE NOTE 3 SHEET 1 U _ D 3/16" TAPCON ° d 3/16" TAPCON o INTERIOR 2 1/2" a EXTERIOR INTERIOR MIN. EDGE a a ----- DISTANCE O L= APPROVED APPROVED SEALANT EXTERIOR — 3/16" TAPCON JAMB INSTALLATION DETAIL CONCRETEIMASONRYINSTALLATION APPROVED D SEALANT NOTES: 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 IX BUCK r SHIM SPACE DESIGNED INACCORDANCE WITH ASTM E2112 TO BE PROPERLY _ { SECURED SIGNED:0112612017 SEE NOTE 3 SHEET i } CONCRETE/MASONRY REGENCY PLUS, INC. BY OTHERS ° a 1 1/4" MIN. 2000 LOCUST CARME ,GPA HIGHWAY �`\J\S GEN'0�9/��-r • a EMBEDMENT SFa % °a SERIES 6613 VINYL FIXED WINDOW 1*• 05 *__ a <. 96" X 48" 6: e °a INSTALLATION DETAILS ', STATE OF ,tiles 2 1/2" MIN. DRAWN: Owo NO. REV v�EDGE DISTANC �'cF•:cCpR10P' 224 VERTICAL CROSS SECTIONS _ Sc E NTS DATE 10/23/13. D8 sOEEr43 OF 4 B '/SS�OAl1�aG\`` CONCRETE MASONRY INSTALLATION L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. / 1432W000FORD RO LEMSVILLE,NC27023 434-688-060.9 rilom0St?a.lnom39p0.mM FL No.: 62514