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Home My WebLink AboutProduct Approval (2) a1�2015 Florida BL6ld5ng Code Online Ink ,.atit•.....w _5,•tVr�i'fr +r;•y BCIS Home Log In User Registration Hot Topics Submi[-Surcharge Stats B Facts publications FBC Staff BCIS Site Map Links Search Business • . Professional UJuR PubAprproval ser Product Approval MenU>Product or Aoolicatlon Search>Application List>Application Deta" FL# FL11411-R4 Application Type Revision F L 1 1 41 1 . 2 Code Version 2014 Application Status Validated Corrrnents Archived Product Manufacturer Regency Plus Incorporated Address/Phone/Email 1024 Locust Gap Highway Mount Carrnel, PA 17851 (570)339-3374 tonyp@conservationwindows.com Authorized Signature Tony Procopio tonyp@conservationwindows.com Technical Representative Joe Korzeniecid Address/Phone/Emit 2000 Locust Gap Hwy. Mount Carrml,SD 17851 (570)339-3374 joek@wlndow-pros.info Quality Assurance Representative Joe Korceniecid Address/Phone/Ercall 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joe k@window-pros.info Category Windows Subcategory Horizontal Slider 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/NW W DA101/I.S.2-97 1997 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 option A Date Submitted 08/13/2015 Date Validated 08/17/2015 rWJ/floridaWlcing.org/Pr/V PPP_dll.aspXtpararrr-v4EVXQMDQ%&)yggZ9AMIEOI%2bBMP,MV,2MCfxigY%k ZSd2MDPo1fa�%3d 1/ 8/19/2015 Florida Dilding Code Online Summary of Products FL# }Model,Number or Name Description 11411.1 <Series 2000 Series 2000 Non Inpact Horizontal Slider Limits of Use Certification Agency Certificate Approved for.use In HVHZ:No FL11411 R4 C CAr NI40{1} 7-R6 )df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration„Date `Impact Resistant:No 03/3112021 Design Pressure:'+40/-40 Installation Instructions' Other. i FL11411 R4 11 08-02701.odf Verified By: Luis R. Lomas,P.E.62514 { Created by Independent Third Party:Yes j Evaluation Reports FL11411 R4 AE 513481.odf Created by Independent Third Party:Yes 11411.2 Series 5405 Series 5405 Impact Horizontal Slider Window [Limits of Use Certification Agency Certificate Approved for use in HVH :Yes FL11411 R4 C CAC NI006383 R3.odf Approved for use outside Yes Quality Assurance Contract Expiration Date j Impact Resistant:Yes 11/30/2021 Design Pressure:+55/-55 Installation Instructions I Other:FRAME MATERIAL TO BE RIGID FVC FROM ROYAL WINDOW FLI1411 R4 Ii88--02702A.odf &DOOR PROFILES,PLANT 1,AAMA CERTIFIED(DOM-1). Verified By:Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL11411 R4 AE 13-0129.27-COMP.Ddf FL11411 R4 AE 13012927.odf FL11411 R4 AE 513482A ,odf Created by Independent Third Party:Yes Contact us:;1940 North Monroe Street.Tallahassee FL 32399 Phoney 850-487-1824 The State of Florida is an AA/EEO employer.Cobyl'itrht 2007-201,3,State of Flonda.::Privacy Statement c:Accessibility Statement::Refund Statement ynder Florida law,email addresses are public records.If you do not vont your e-mail address released in response to a pubi2-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mad.If you have any questions,please contact 8S0.487.139S.-Pursuant to Section 4S5.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department v4h an email address it they have one.The emails provided may be used for official communication win the licensee.However email addresses are public record.If you do not vAsh to supply a personal address,please provide the Department wth an email addresswhich can be made available to the public To determine if you are a licensee under Chapter 455.F.S.,please click here. Product Approval Accept= r.rrt - V\tifit\” to.-l/floridabtildng.org/pr/pr_app illi.aspX'tparam>=,AGES(OMDgtdlyggZWkEO1%2bBMp)PSCWLZMC6ugy%2fyZ UCgW,,63dah3d 2Q L. Roberto Lomas P.E. Engineering .Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 513482A 434-688-0609 Tilomas@lrlomaspc.com Manufacturer: Regency Plus, Inc. 1024 Locust Gap Highway Mt. Carmel,PA 17851 Product Line: Series 5405 Vinyl Horizontal Slider—74"x 63"—L.M.I. 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 61G20-3.005 method 1(a).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document.drawing number 08-02702, Revision A, prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.:NCTL 110-9869-1 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,t55.Opsf design pressure,8.25psf water penetration. TAS 203-94 Cyclic Pressure loading t55.Opsf design pressure 3. Anchor calculations, report number 513482-1, prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t55.Opsf • Maximum panel size: 35 7/16"x 60" • Approved configurations:OX,XO • Units must be glazed per ASTM E 1300-04, 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 approval document,08-02702,Revision A. 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 product(s). ��111111//� L 0 �ii N%9 9`I'�� TAT OF o�FS'=A%Z 0 RIOP is/ONAL1Ea��`� 1 of 1 Luis R.Lomas,P.E. FL No.:62514 08/14/2015 RMSYINS REV DCURIVWN DATC I AIWROVCD A REVISED RATING 08/13/15 R.G �QI 16. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING Nlb"MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 17, ALL FASTENERS TO BE CORROSION RESISTANT. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8' THICK MINIMUM 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY 19. APPROVED CONFIGURATIONS: OX, XO FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR R OF RFrORD 7. END BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR CLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND . BORNE DEBRIS REGIONS.- 14. EGIONS._14. FOR ANCHORING TINTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 15. 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. SIGNED:08/13/2015 REGENCY PLUS, INC. \\\111LI111IIi�i 2000 LOCUST GAP HIGHWAY NN\J�c: CEN 0�9�i MT CARMEL, PA 17851 -N v, \'\ TABLE OF CONTENTS. SERIES 5405 VINYL HORIZONTAL SLIDER =*•QATORF SHEET NO. DESCRIPTION 74 X 63" = LMI NOTES , ;�` 1 NOTES _ DRAWN: owc No. RtY �� •�ZORLOP' 2 ELEVATION — _ u cG. wTc 08-5027 02 A //�ss��Na`1EaG\�� 3 - 4 INSTALLATION DETAILS NTS 06/01/15 1 OF 4 REVISIONS 74" MAX FRAME WIDTH REV DESCRIPTION DATE •Pppww 12" MAX A REVISED RATING 08/13/15 R.L 6' MAx 0 C 6" MAX 6' MAX 63' / X MAX / O FRAME HEIGHT 1/8" ANN 0.090" SG BY DUPONT 1/8" ANN 1/8" TEMP INTERIOR EXTERIOR DESICCANT STEEL SPACER SERIES 5405 VINYL HORIZONTAL SLIDING L SYSTEM 7/16" 617E CTW IMPACT RATING 6LARGEANDSMALL �"�'� GLAZING MISSILE IMPACT SIKA 552 BEAD BACK BEDDING GLAZING DETAIL NE 4 d HVHZ NOTES: 1. MAXIMUM PANEL SIZE: 35 7/16' X 60" 2. MAXIMUM D.L.O.: 33" X 57 1/2" 3. (1) 1/2' X 1/2' TRIANGULAR—SHAPED WEEP HOLE AT EACH END OF INTERIOR SILL TRACK. 4. (1) 1/2' X 3/8" WEEP HOLE AT MIDSPAN OF INTERIOR SILL TRACK. SIGNED:08/13/2015 5. (1) 5/8' X 3/8" WEEP HOLE AT FIXED MEETING RAIL END OF EXTERIOR SILL TRACK. 6. (1) 3/4" 3/8" WEEP NOTCH AT EACH END OF INTERIOR SILL TRACK COVER. REGENCY PLUS, INC. \\\11R�I Lz 7. (1) 1 1/2" X 1/4" WEEP HOLE WITH PLASTIC WEEP COVER AT 2 7/8" FROM EACH END OF 2000 LOCUST GAP HIGHWAY �J�J\S• ��9�i�� EXTERIOR VERTICAL SILL FACE. MT CARMEL, PA 17851 �,•4\CENSE:•J' 8. (1) 1/4' X 9/16' WEEP NOTCH AT MIDSPAN OF INTERIOR SILL TRACK COVER. SERIES 5405 VINYL HORIZONTAL SLIDER V- TAT P—OF NARDWARESCHEDULE74' X 63" – LMIELEVATION ��o �� A. 1 METAL CAM-TYPE SWEEP LOCK I3'FROM EACH END OFACTIVE MEETING STILE ��'��' ORIOP G�� B. REV 1 METAL KEEPER AT FIXED MEETING STILE N.GDRAW. 1 No 08-02702 A /�� SIO N� C. 1 METAL TILT LATCH AT TOP OF BOTH ACTIVE PANEL STILES SCALE D.Te SHEcr /7//IlG1f�A�11\\\\ D. (1)STEEL REINFORCEMENT,CHANNEL AT FIXED MEETING STILE AND ALL PANEL MEMBER HOLLOW NTS O6/Ol/15 2 OF 4 r 1/2" MIN. RMIONS EDGE DISTANCE MINREV DcscR"oN ah APPROVED . WOOD FRAMING EMBEDMENT METAL 3/4" MIN A REVISED RATING 08/13/15 R.L. OR 2X BUCK STRUCTURE EDGE DISTANCE BY OTHERS BY OTHERS1/4' MAX. r SHIM SPACE INTERIOR J 7— Q 3/4" MINAPPROVED MAAPPROVED SEALANT Q° X. SEALANT 0 1/4" MAX. EDGE DISTANCE HI SPACE HIM SPACE #10 WOOD V Ij 10 SMS OR ��ttJJJ SCREW D SELF DRILLING #10 SMS OR SCREW SELF DRILLING SCREWS ° 0 METAL oud STRUCTURE I BY OTHERS - - I APPROVED EXTERIOR I I SEALANT I I JAMB INSTALLATION DETAIL 1 I INTERIOR EXTERIOR INTERIOR METAL STRUCTURE INSTALLATION I I I 1 1/4' MIN. 1/4- MAX. EXTERIOR I I EMBEDMENT r SHIM SPACE I L_ I INTERIOR I 1/2" MIN. d� EDGE DISTANCE D #10 SMS OR a 1110 WOOD a SELF DRILLING — T SCREW SCREW #10 WOOD APPROVEDQAPPROVED Q° SCREW ° SEALANT ° .1/4' MAX, SEALAN /4, SEALANT SHIM SPACE O 1/4" MAX. F SHIM SPACE WOOD FRAMING 1 3/8" MIN. METAL —� WOOD FRAMING `APPROVED SEALANT EXTERIOR OR 2X BUCK STRUCTURE OR 2X BUCK BY OTHERS EMBEDMENT BY OTHERS BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4` MIN 1/2" MW EDGE DISTANCE SIGNED:0811312015 EDGE DISTANCE VERTICAL CROSS SECTION WOOD VERTICAL RAMING OR2XOSS SECTION BUCKINSTALLA77ON METAL STRUCTURE INSTALLATION REENCY 200�0G LOCUST CARMEL, LG P HIGPA HWAY ,J�S\c6H��gs��i SERIES 5405 VINYL HORIZONTAL SLIDER =*• 0 51 NOTES: 74" X 63" - LMI q �� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, INSTALLATION DETAILS �q3, TAT OF kr� 2.PERIMETERAND JONOT SHOWN FOR INT SEALANT BY OTHERS TO BE DRAWN' DwG ND. REV FS:cCO RLOP•G�� DESIGNED IN ACCORDANCE WITH AS TME2112 NAGE oA1E 08-0202 A NTS 06/01/15 3 OF 4 Y REVISIONS 2 1/2" MIN. , EDGE DISTANCE REV DESCRIPnON DATE APPROVED CONCRETE/MASONRY A REVISED RATING 08/13/15 R.L. BY OTHERS ° 41 1/4" MIN, OPTIONAL 1X BUCK ` ' • •� ° EMBEDMENT 1 1/4' MIN. TO BE PROPERLY EMBEDMENT SEE NOTE 3 SHEET 1 CONCRETE/MASONRY SECURED / BY OTHERS APPROVED •'a 1/4- MAX. a SEALANT , Q� I 1/4" MAX. OPTIONAL BUCK SHIM SPACE SHIM SPACE TO BE PROPERLY SECURED n SEE NOTE 3 SHEET 1 U 3/16' TAPCON 3/16" TAPCON D INTERIOR I Q 2 1/2" L� EXTERIOR INTERIOR MIN. O o EDGE v a { DISTANCE O APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL pCONCRETEIMASONRY INSTALLATION APPROVED 3/16• TAPCON SEALANT Q0 1/4" MAX. OPTIONAL IX BUCK SHIM SPACE NOTES: TO BE PROPERLY 1.INTERIOR AND EXTERIOR FINISHES BYOTHEAS, SECURED NOT SHOWN FOR CLARITY. SEE NOTE 3 SHEET 1 �- 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE CONCRETE%MASONRY ! DESIGNED IN ACCORDANCE WITH ASTM E2112 ' ° , SIGNED:08/13/2015 BY OTHERS • a 1 1/4" MIN. EMBEDMENT REGENCY PLUS, INC. \ �� °• ° a 2000 LOCUST GAP HIGHWAY \�J�S LD1f9�ii •° MT CARMEL, PA 17851 `r••�\GENSF.•;�3'�� 2 1/2" MIN, I SERIES 5405 VINYL HORIZONTAL SLIDER =*• 0 61 EDGE DISTANCE 74" X 63" — LMI INSTALLATION DETAILS , OF ;�` VERTICAL CROSS SECTION 0— TATE \� PRAWN: DWC NO. REV ��'OF•'c10R10Q;• CONCRETE/MASONRYINSTALLATION _ / s•••••• V SME NTS DATE 06/01/15 OB s"Zn4ZOE d A