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Home My WebLink AboutProduct Approval i Florida Building Code Online I Page 1 of 5 �i . Ila 1!t v.. _• � a it ° • a � ii BCIS Home iTLog In i User Registration Hot Topics i Submit Surcharge Stats&Facts Publications i FBC Staff•i BCIS Site Map Links ('Search Fl�lada qi Product Approval S USER:Public User i „p �I Product Aooroval Idem>Product or Application Search>Apolication List>Application Detail FL# FL10181-R8 Application Type Revision Code Version 2017 i Application Status Approved r ve y DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I , I ' Comments Archived II Product Manufacturer Nan Ya Plastics Corporation USA Address/Phone/Email 8989 North Loop East Houston,TX 77029 (713)674-7822 Ext 105 ajen96@yahoo.com.tw j i Authorized Signature RUSKIN WU ajen96@yahoo.com.tw Technical Representative Ruskin Wu Address/Phone/Email 8989 North Loop East Houston,TX 77029-1217 (713)674-7822 Ext 105 ajen96@yahoo.com.tw Quality Assurance Representative Address/Phone/Email i Category Exterior Doors Subcategory Sliding Exterior Door Assemblies I ' Compliance Method Certification Mark or Listing ItI ' Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute P 'I Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/1.S.2/A440 ' 2008 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards I Certified By i i i II I i https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQ;wtDquracBeVCbdM... 1/8/2018 Florida Building Code Online j Page 2 of 5 i Product Approval Method Method 1 Option A i Date Submitted 07/26/2017 i Date Validated 07/27/2017 I i Date Pending FBC Approval Date Approved 08/02/2017 Summary of Products FL# Model,Number or Name Description 10181.1 GLIDING FRENCH DOOR NEUMA NON-IMPACT GLIDING 12W x 8'0"-OXXO,OX,XO, 6'0"x 8'0"GLAZED DP50 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10.181 R8 C 'CAC NI006118-R4.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2021 !I Design Pressure:+50/-50 Installation Instructions Other: FL10181 R8 II:08-01545B.Ddf Verifled By:Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R8 AEI 512191C.Ddf a b Independent Third Party:Yes 10181.2 GLIDING PATIO DOOR FIBERGLASS GLIDING PATIO DOOR-W/REINFORCED SIDELITES-IMPACT Limits of Use Certification Agency Ceolficate Approved for use in HVHZ:No FL10181 R8 C ICAC NI009467-R4.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 it Design Pressure:+50/-50 Installation Instructions Other: FL10181 R8 IIII08-01664A .Ddf Verifled By:Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R8 AE 5123436 .Ddf Created by Independent Third Party:Yes 10181.3 Gliding Two Panel Patio Door Gliding Two Panel Patio Door-Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R8 C,ICAC NI010809-R2.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2021 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R. III08-01099C.Ddf Verified By:Luis R.Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R8 AE 5116596 .odf Created by Independent Third Party:Yes H 10181.4 MasterPiece Series Gliding Patio Masterpiece Series Gliding Patio Door,Nan Ya 6068 DP45 Door it Limits of Use Certification Agency certificate, Approved for use in HVHZ:No FL10181 R8 GI CAC NI01'1609-Rl.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2025 Design Pressure:+45/-45 Installation Instructions Other: FL10181 R8 IP 08-02239A .Ddf Verified By:Luis Roberto Lomas 62514 Created by Independent.Third Party:Yes Evaluation Reports ' FL10181 R8 AE 512959A'.pd Created by Independent Third Party:Yes n 10181.5 SERIES"LPS GLIDING PATIO SERIES"LPS GLIDING PATIO DOOR"GLAZED FIBERGLASS DOOR"GLAZED FIBERGLASS SGD SGD W/SILL RISER&BUBBLE COVER,XXO NON-IMPACT W/SILL RISER&BUBBLE COVER Limits of Use Certification Agency Certificate' Approved for use in HVHZ:No FL10181 R8 G CAC NI013729.09.Ddf Approved for use outside HVHZ:Yes FL10181 R8 G CAC 1\1I0f3729.10.Ddf Impact Resistant:No FL10181 R8 C CAC NI013729.11.Ddf Design Pressure:+50/-50 Quality Assurance Contract Expiration Date I Other: 02/28/2021 Installation Instructions FL10181 R8 II 08-03117.Ddf Verifled By:LUIS ROBERTO LOMAS 62514 J I I ' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQiwtL)quracBeVCbdM... 1/8/2018 'I i � I Florida Building Code Online j Page 3 of 5 I 1 , i Created by Independent Third Party:Yes Evaluation Reports FL10181 R8 AEIi514026.ndf Created by Inde'p'endent Third Party:Yes 10181.6 SERIES"LPS GLIDING PATIO SERIES"LPS GLIDING PATIO DOOR GLAZED FIBERGLASS DOOR"GLAZED FIBERGLASS SGD SGD W/SILL RISER&BUBBLE COVER,XXO IMPACT W/SILL RISER&BUBBLE COVER Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R8 C CAC NI013729.06.ndf Approved for use outside HVHZ:Yes FL10181 RS C CAC NI013729.07.odf Impact Resistant:Yes FL10181 R8 C CAC NI013729.08.1)df Design Pressure:+50/-50 Quality Assurance Contract Expiration Date Other: 02/28/2021 11 Installation Instructions FL10181 R8 II 108-03116:1)df Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party:Yes Evaluation Reports ' FL10181 R8 AEI 51402S.6df Created by Independent Third Party:Yes u 10181.7 SERIES"LPS GLIDING PATIO SERIES"LPS GLIDING PATIO DOOR"GLAZED FIBERGLASS DOOR"GLAZED FIBERGLASS SGD SGD W/SILL RISER&BUBBLE COVER,XXO IMPACT W/SILL RISER&BUBBLE COVER Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R8 C ICAC N1013729.0i:odf Approved for use outside HVHZ:Yes FL10181 R8 C'CAC N1013729.02.odf Impact Resistant:Yes FL10181 R8 C 1'CAC NI01:3729.odf Design Pressure:+50/-50 Quality Assurance Contract Expiration Date Other: 02/28/2021 '1 Installation Instructions FL10181 R8 II,108-03118.odf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party:Yes Evaluation Reports FL101.81 R8 AE 51.4027;odf Created by Independent Third Party:Yes 10181.8 SERIES"LPS GLIDING PATIO SERIES"LPS GLIDING PATIO DOOR"GLAZED FIBERGLASS DOOR"GLAZED FIBERGLASS SGD SGD W/SILL RISER&BUBBLE COVER,XXO NON-IMPACT W/SILL RISER&BUBBLE COVER Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R8 C11CAC 1\1I013729.03:odf Approved for use outside HVHZ:Yes FL10181 R8 CI!CAC NI013729.04.odf Impact Resistant:No FL10181 R8 GICAC NI01.3729.05.odf Design Pressure:+50/-50 Quality Assurance Contract Expiration Date Other: 02/28/2021 1 Installation Instructions FL10181 R8 IIi 08-03119.odf Verified By:LUIS ROBERTO LOMAS 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R8 AE 514028:odf Created by Independent Third Party:Yes 10181.9 SERIES"NAN YA SLIDING GLASS SERIES"NAN YA SLIDING GLASS DOOR"-6'06'11 DOOR" Limits of Use Certification Agency Certificate, Approved for use in HVHZ:No FL10181 R8 CI CAC NI006928-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/28/2021 I1 1 Design Pressure:+45/-45 Installation Instructions. Other: FL10181 R8 II-,08-01867A.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports i; FL10181 R8 AE 512556B.odf Created by Independent;Third Party:Yes 10181.10 SERIES"SRS GLIDING PATIO SERIES"SRS GLIDING PATIO DOOR WITH FIELD MULLION" DOOR WITH FIELD MULLION" FIBERGLASS SLIDING DOOR WITH SIDELITE-NON-IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R8 C CAC NI011035-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181_R8 II 08-01533B.odf Verified By: Luis Roberto Lomas 62514 Created by Independent,Third Party:Yes i I 1 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=WGEVXQwtDquracEeVCbdM... 1/8/2018 I I ' i Florida Building Code Online ; Page 4 of 5 Evaluation Reports FL10181 R8 AEI 512174C.Ddf Created by Independent Third Party:Yes 10181.11 SERIES"SRS GLIDING PATIO SERIES"SRS GLIDING PATIO DOOR WITH FIELD MULLION" DOOR WITH FIELD MULLION" FIBERGLASS SLIDING DOOR WITH SIDELITE Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R8 C''CAC NI011034-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2020 I! Design Pressure:+50/-50 Installation Instructions Other: FL10181 R8 III108-01534B.odf Verified By:Luis Roberto Lomas 62514 Created by Independent Third Parry:Yes Evaluation Reports FL10181 R8 AE 512175C.odf Created by Independent Third Party:Yes 10181.12 Series Gliding 3 Panel Patio Door Series Gliding 3 ilPanel Patio Door Sliding Door w/Field Sliding Door Mullion-Non-Impact i Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R8 C!ICAC NI011932-RT.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2018 1 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R8 IIIi08-02362A.odf Verified By: Luis R. Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R8 AE 513129A.odf Created by Independent Third Party:Yes 10181.13 SERIES SPLS GLIDING PATIO SERIES SPLS GLIDING PATIO DOOR-120611-NON- DOOR IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL10181 R8 C!ICAC NI011356-R2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/30/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R8 II{08-01897A.odf Verified By:Luis Roberto'Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R8 AE 512589B.0f Created by Independent Third Party:Yes 10181.14 SERIES SPLS GLIDING PATIO SERIES SPLS GLIDING PATIO DOOR-120611-IMPACT DOOR Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL10181 R8 CI CAC NI011356.02-R1.01' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2020 Design Pressure:+50/-50 Installation Iri I Florida Building Code Online I i Page 5 of 5 j Impact Resistant:Yes 06/30/2020 i Design Pressure:+50/-50 Installation Instructions Other: FL10181 R8 II X108-01900A.Ddf Verified By:Luis'Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports_ FL10181 R8 AEl 5125926.odf Created by Independent Third Party:Yes u 10181.17 SLPS GLIDING PATIO DOOR W/ NEUMA NON-IMPACT GLIDING 12'0,X 8'0 GLAZED,4 PANEL SIDELITE II Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL10181 R8 C ICAC N1011'037-R1!odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 Design Pressure:+50/-50 Installation Instructions Other: FL10181 R8 111108-01552AxdF Verified By:Luis R.Lomag,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL10181 R8 AE 512198B.Ddf Created by Independent Third Party:Yes Bazk Next I' I i i Contact Us::2601 Blair Stone Road,Tallahassee R 32399 Phone:850-487=1824 I' The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accesslbllity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address*mleased In response to apublic-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls 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 he[L. . Product Approval Accepts: Credit Card Safe I . �I I 1 I I I 1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQi vtDquracBeVCbdM... 1/8/2018 I . L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 5123438 434-688-0609 rllomas@lrlomaspe.com Manufacturer: Nan Ya Plastics Corp..USA 8989 North Loop East Houston,TX 77029 Product Line: Fiberglass Gliding Patio Door w/Reinforced Sidelites-Impact 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 61 G20-3!005 method 1(a).The product listed herein complies with requirements of the Florida Building Code. 1, Supporting Technical Documentation: 1. Approval document:drawing number 08-01664, Revision A,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.:CTLA-1602W signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories,Orlando, FL j TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,±50.Opsf design pressure,7.5psf water penetration. TAS 203=94 Cyclic Pressure loading±%.Opsf design pressure 4. Report No.:CTLA-1602W-1 signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories,Orlando,FL 'I AAMA/NWWDA 101/l.S.2-97 , Design pressure: ±50.Opsf Water penetration resistance 7.5psf 5. Report No.:CTLA-1602W-2 signed and sealed by Ramesh Patel P.E. Certified Testing Laboratories,Orlando, FL ASTM El 886-02 and ASTM El996`OZ ASTM E1886/E1996 Large Missile Impact,•.Level D,Wind Zone 4 i ASTM E1886/E1996 Cyclic Load,Test,f50.Opsf design pressure 6. Anchor calculations,report number 512343-1,prepared,signed and sealedby Lluis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±50.Opsf • Maximum unit size: 141 1/8"x 95 1/2" • Units must be glazed per ASTM El 300-04,see installation instructions for glass details. • This product is not rated to be used in the HVHZ. �I • These products is impact resistant and does not require impact protection in wind borne debris regions. ii i Installation: Units must be installed in accordance with approval document, 018-01664?,Revision A. I I Cerfi'fcation of Independence: Please note that I don't.have nor will acquire afinancial 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 prioduct(s)'r' , it v •��C,E N q' I *•?Z- 0 i — ce �•� . A : TAT -OF - jq i pi's' •• �O,R.�OP� �,�'� 1 of 1 Luis R. Lomas, P.E. FL No.:62514 i 03/30/2015 � I ii i • I REVISIONS REV DESCRIPTION DATE APPROVED OXXO congfuguration A I REVISED DIMENSIONS 02/18/15 R.L. 141 1/8" MAX FRAME WIDTH 25" 35 3/4" MAX D.L.O. PANEL WIDTH NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. _ 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY. - TRANSFER-ALL-LOADS-TO-STRUCTURE.-FRAMING-AND-MASONRY-OPENING-IS-THE - 79" RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. D.L.O. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED - --- _ ___ _ ___ _ _.____-__DISSIMILAR..MATERIALS MUST_BE SEPARATED WITH APPROVED COATING OR MEMBRANE. MAX SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR PANEL p ENGINEER OF RECORD. HEIGHT _ 4. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 95 1/2" 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND MAX BORNE DEBRIS REGIONS. FRAME FIXED ACTIVE ACTIVE FIXED 6. FRAME JAMB AND HEAD MATERIAL: CO-EXTRUDED PVC FOAM 1 1/2" THICK. HEIGHT 7. FRAME SILL MATERIAL: CO-EXTRUDED PVC FOAM 2" THICK WITH ALUMINUM CLADDING .063" THICK. 8. DOOR PANEL AND SIDELITE MATERIAL: PVC FOAM TOP AND BOTTOM RAILS, AND PVC FOAM VERTICAL STILES WITH PINE REINFORCEMENTS AND POLYURETHANE FOAM CORE. 9. APPROVED CONFIGURATIONS: OX, XO, AND OXXO. SEE SHEET 2. SERIES SPLS GLIDING PATIO DOUBLE DOOR W/SIDELITES EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +50PSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ SIGNED:02/19/2015 NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST `��\\5 R. LD?'��i HOUSTON, TX 77029 v•�\GENS�•95�� TABLE OF CONTENTS FIBERGLASS GLIDING PATIO DOOR *•Q, _ 125II//tt W/ REINFORCED SIDELITES _,at/,,vz�= SHEET N0. DESCRIPTION _ ___�OXXO ELEVATION AND NOTES ��0• OF 1 OXXO ELEVATION AND NOTES DRAWN: DWG NO. REV %�'nFS'c10R1�Q: 2 ADDITICNAL CONFIGURATIONS ANCHOR LAYOUTS & HARDWARE A.P. DATE 081664 A /77S'/ONA',�a\ 3 - 5 INSTALLATION DETAILS NTS 07/03/12 1 SHEET 1 OF 5 Ar REVISIONS { 71 7/8" 7,�'/8 OX configuration REV DESCRIPTION DATE APPROVED A REVISED DIMENSIONS 02/18/15 R.L. EXTERIOR INTERLOCK STRIP 96" WEATHER STRIP � WEATHER STRIP -- - - - — INTERLOCK STRIP - FIXEDCTIVE FIXED CTIVE COVER MEETING RAIL DETAIL - SINGLE W/SIDELITE SINGLE W/SIDELITE EXTERIOR VIEW EXTERIOR VIEW 1" 1/8" ANN 3/4" 090" PVB BY SOLUTIA MULTI POINT 1/8" ANN v LOCK SET = LOCK y 1/8" TEMP � } a rm KEEPER EXTERIOR 1 7/8" SPACER UMINUM 5/8" BITE SYSTEM INTERIOR DOOR SILL EXTERIOR SILICONE GLAZING DETAIL BEDDING ajY7^4 INTERIOR ASTRAGAL STRIP SIGNED:02/19/2015 ASTRAGAL DETAIL NAN YA PLASTICS CORP. USA ++ull,ru 8989 NORTH LOOP EAST ��\\\5 R•L.q' i HOUSTON, TX 77029 r•*\GEJV -y e�� HARDWARE SCHEDULE FIBERGLASS GLIDING PATIO DOOR *•41TAYEAW07474 0,.6126 A. MULTI POINT LOCKING SYSTEM W/ REINFORCED SIDELITES — ADDITIONAL CONFIGURATIONS AND HARDWARE O; ` B. (1) DIE CAST HANDLE SET PER ACTIVE PANEL DRAWN- DWG NO. REV ii�.c�s��pR+pQ G\�� C. (2) STAINLESS STEEL TANDEM ROLLERS PER PANEL APE DATE 08-01664 A i//�s/ONAj1.e\ D. PVC ASTRAGAL BY NAN YA PLASTICS NTS 07/03/12 2 OF 5 4 16" REVISIONS 7 16' f MAX�{ I~ 7 MAX REV DESCRIPTION DATE MAX MAX APPROVED � A REVISED DIMENSIONS 02/18/15 R.L 4" MAX } 12 7" 16" 16" 7„ I. MAX MAX MAX MAX MAX I 4"MAX 16 MAX O.C. - - - - — - MAX 12 IOC -- - - ---- - - --- -- -- -- ------ -' ----- - -- -- - - --- -- --- - - - - - - 95 1/2- 4" MAX ANCHORING LAYOUT FOR DOUBLE W/SIDELITES EXTERIOR VIEW ANCHORING NOTES: 4" MAX 1. 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". 2. 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 ANCHORING LAYOUT FOR SINGLE W/S/DELITE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. EXTERIOR VIEW 3. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. ALL FASTENERS TO BE CORROSION RESISTANT. SIGNED:02/19/2015 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN NAN YA PLASTICS CORP. USA �0\111111///�� SUBSWITH TRENGTHS LESS RATES GTHE MINIMUMHOUSTON, STRENGTH SPECIFIED BELOW: 89NORTH ON, TX LOOP 7 29ST A. WOOD MINIMUM SPECIFIC GRAVITY 0.4 �rJ`C:�CENS'�'q�i�i� B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). FIBERGLASS GLIDING PATIO DOOR ,k• 0 61 *= W/ REINFORCED SIDELITES ADDITIONAL CONFIGURATION AND HADWARE —�o, TAT OF DRAWN: DWD 110. REV ��'�F•'cCOR10P-�� SCALE DATE 08 SOE6 64 A NTS 07/03/12 3 OF 5 / MIN. REVISIONS WCOD FRAMING _—t EDGE DISTANCE REV DESCRIPTION GATE APPROVED BY OTHERS A REVISED DIMENSIONS 02/18/15 R.L. FLANGE TO BE SET IN A BED OF APPROVED SEALANT 1 3/8" MIN EMBEDMENT 1/4 MAX. SHIM - - 1 3 - - k /8" MIN I 1/4" MAX --- - - ------- EMBEDMENT SHIM SPACE --_ -- ---- -- —---_--#.10-WOOD------- __'-- - ---- --- - -__ -- - --- ------ -- --- — — — -- -- — --- - --- --- SCREW -- -- -- �_ #10 WOOD 1/2" MIN. SCREW EDGE DISTANCE INTERIOR v v EXTERIOR INTERIOR WOOD FRAMING BY OTHERS =a e •' o EXTERIOR P w. FLANGE TO BE BACKER ROD SET IN A BED AND APPROVED SEALANT SILL TO BE SET #10 WOOD OF APPROVED SEALANT BY OTHERS IN BED OF SCREW APPROVED O '` HORIZONTAL CROSS SECTION SEALANT a 2X BUCK/WOOD FRAMING INSTALLATION WOOD FRAMING BY OTHERS Qr' SIGNED:02/19/2015 EMBEDMENT NAN Y8989LNOR HICOOPC AST USA ````\J\511REILlo '/ HOUSTON, TX 77029 J r••��G NSF p, FIBERGLASS GLIDING PATIO DOOR _ 4ui 51 W/ REINFORCED SIDELITES 1/2" MIN. INSTALLATION DETAILS pF ;�� EDGE DISTANCE �0•• VERTICAL CROSS SECTION DRAWN: DH'C N0. REV ��'�F•'c�OR10P•�� SHOWN,DOOR SIMILAR AP08-01664 A 2X BUCK/WOODFRAMING INSTALLATION NTS EEcaLe pnTE070 4 OF 5 REVISIONS 2 5/8" MIN. EDGE DIST. REV DESCRIPTION DATE APPROVED MASONRY/CONCR T A REVISED DIMENSIONS 02/18/15 R.L. BY OTHERS FLANGE TO BE SET IN a .a Q 1 1/4" MIN. BED OF APPROVED SEALANT EMBEDMENT 1 3/8" MIN 1/4" MAX 1/SHIM M EMBEDMENT SHIM SPACE - - - - - - - -- :. -_- - - --- HI 1X BUCK-BY OTHERS,-_ - 1X BUCK TO BE- - - - - - - - - 1X BUCK BY OTHERS, PROPERLY SECURED 1X BUCK TO BE 3/16 WOOD FRAMING " TAPCON PROPERLY SECURED BY OTHERS 3/16" TAPCON INTERIOR 2 5/8" v MIN EDGE DISTANCE a EXTERIOR EXTERIOR INTERIOR II •: II �I a II FLANGED TO SET IN A BED OF BACKER ROD s APPROVED SEALANT. AND APPROVED SEALANT s o BY OTHERS HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION 3/16" TAPCON SILL TO BE SET IN BED OF -- APPROVED O > SEALANT � ❑ MASONRY/CONCRETE SIGNED:02/19/2015 BY OTHERS ° a NAN YA PLASTICS CORP. USA \�\�S F. LIo�// 1 1/4" MIN. EMBEDMENT 8989 NORTH LOOP EAST \� \ til v a HOUSTON, TX 77029 'ter• CENS '9s�i± FIBERGLASS GLIDING PATIO DOOR *• 0 6 *= 2 5/8" MIN. EDGE DIST. �----� W/ REINFORCED SIDELITES �.or �= INSTALLATION DETAILS 70% TAT OF SS SECTION M SONRVERTCY/CONCROEINS INSTALLATION DRAWN: DWG NO. Rei %�'O�Cs:�CORI�P DOOR SHOWNSIDELITESIMILAR DATE 08 SOEE664 A /77S1CNA',E�\\\� SCALE NTS 07/03/12 5 OF 5 VVIND W& DOOR -,�N1NQ.1t4FgRMAT1QN A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 40/b of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS REQ YM SIZE REQ YIN/NA - 1 Int W __ 7/ 8"`a""G FL11411.2 _ 55 55_ - 36.3 -39.5 74x63 54x49 N N 2 Int W 7'8"`amiIG FL 11411.2 55 55 36.3 -39.5 74x63 54x49 N N FL-1=1411.2 - -55- _ - - -55 -363 - --39.5 74x63--- 7307 N- 4 4 End W 7'8"Lam''G FL11411.2 55 55 37.8 -50.6 74x63 35x37 N N - - --S75- - -- - -- --- ----- ---- - -- - - - ----------------- --- - 5 Int W 78"Lam;IG FL11412.2 55 37.8 -41.0 52X76 - 6 Int D V L-i IG FL 10181.2 50 50 34.4 -37.6 775 x 80 71x80 N N 7 Int W 718"L-i IG FL 11412.2 55 55 37.8 -41.0 52x76 25x37 N N 8 Int W 7'8"LamilG FL 11411.2 55 55 36.3 -39.5 74x63 73x37 N N 9 End W 7/8"Lam1IG FL 11411.2 55 55 36.3 -47.5 74x63 73x37 N N 10 Int W 7/8"LamiIG FL 11411.2 55 55 36.3 -39.5 74x63 73x37 N N 11 Int W 7/8"Lam1IG FL 11411.2 55 55 36.3 -39.5 74x63 73x37 N N Florida Building Code Online r Pagel of 2 ' IIx �t+ BCIS Home t Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff BCIS Site Map Links Search Florida .I z Product Approval USER:Public Userd1pr Product Anoroval Menu>Product or ADollcation Search>Application List>Application Detail II l FL# FL11411-R5 I Application Type Affirmation ; Code Version 2017 iI Application Status Validated ;I Comments Archived I I Product Manufacturer Regency Plus Incorporated Address/Phone/Email 1024 Locust Gap Highway Mount Carmel,PA L7851 !' (570)339-3374 tonyp@conservationwin ow .com Authorized Signature Tony Procopio jl tonyp@conservatiohwindows.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,SD 57851 (570)339-3374 I1 joek@window-pros;info I Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap HI y. Mount Carmel,PA 117851 (570)339-3374 joek@window-pros)info �I Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing I , Certification Agency National Accreditation&Management Institute I Validated By National Accreditation&Management Institute I I ' Referenced Standard and Yearof Standard I ( ) Standardi Year AAMA/NWWDA101/I.S.2-97 1997 TAS 201 1994 TAS 202 1994 TAS 203 I 1994 i Equivalence of Product Standards Certified By I i' d ' 'I /!I affirm that there are no changes in the new Florida Building Code whicli affect my product(s)and my product(s) are In compliance with the new Florida'Building Code. Documentation from approved Evaluation or Validation Entity I I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9 WuE... 1/5/2018 I Florida Building Code Online j i Page 2 of 2 0Yes ONO (.)N/A I FL11411 RS COC Affirmatioh FL11411 417-0906 ss Ddf Product Approval Method Method 1 Option A i Date Submitted 01/04/2018 Date Validated 01/04/2018 tl. Summary of Products FL# Model,Number or Name Description 11411.1 Series 2000 Series 2000 Non Impact Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL11411 R5 C CAC NI006137-R6.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2021 II 4 Design Pressure:+40/-40 Installation Instructions; Other: FL11411 R5 II 68-02701.Ddf q Verified By: Luis R.Lomas,'P.E.62514 Created by Independent Third Party:!Yes Evaluation Reports I FL11411 R5 AE1513481 ntlf Created by Independent Third 1411.2 Series 5405 Series 5405 Impact Horizontal Slider,Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11411 RS C CAC NI006383-R3.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2021 I q Design Pressure:+55/-55 Installation Instructions'! Other:FRAME MATERIAL TO BE RIGID PVC FROM ROYAL FL1141.1. R5 iI d8-02702A.odf WINDOW&DOOR PROFILES,PLANT 1,AAMA CERTIFIED Verified By:Luis R.Lomas,;' E.62514 (DOM-1). Created by Independent Third Party:!Yes Evaluation Reports FL11411 RS AE1il3-0129.27-COMP.Ddf FL11411 RS AE113012927.ndf FL11411 R5 AE 1513482Andf Created by Independent Tliird Party:'Yes �i i Hack Next , Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:650-487-1624 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy State I n[::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In responseto a public-mcords request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have anyi•questlons,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 provlde,the Department with an email address If they have one.The emalls 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: Credit Card Safe i I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9 WuE... 1/5/2018 L. Roberto Lomas P.E. Enginee ling Evaluation Report 233 V Main St Danville,VA 24541 Report No.: 51-3482A 434-688-0609 riloma@Iflomaspe.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 requireme I nts of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.0'105 method 1(a),;The product listed herein com ,plies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval docum 6nt:drawing number 08-02702,Revision A,prepared,signed a Ind sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 110-9869-1 signed and sealed by Robert H Zeiders,P.E.iI 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 watler penetration. TAS 203-94 Cyclic Pressure loading±55.Opsf design pressure 3. Anchor calculations,report number 513482-IL,prepared,signed and sealed by LIis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±55.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 det ailsa' • 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,08-02M2,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 I financial interest in any other entity involved in the approval process of the listed pro.I uct(s). 6 E IV,69� (p 0 - TAT OF 0 ��siONAL I ofl Luis R.Lomas,P.E. FL No.:625,14 1-> 0 F 0,8/14/2015 P.Lv DATE A REVISED RATINGL 08/13/15 . ........................_ .................... R L. ........................................ NOTES: 16. FOR ANCHORING IN70 METAL STRUCTURE USE #10 SMS OR. SELF DRILLING, SCREWS WITH 1. THE ^ROC'11"_T SHOWN HEREIN DESIGNED AND MANUFACTURED TO COIAPL*y WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE NIE",COR WALL. REQUiREMENTS 01' THE FLO:t!D.A BUILDING CODE INCLUDING THE HVHZ. LOCATE ANCHORS AS SHOWN IN ELEVATION'S AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO-BE-DESIGNED-AND-ANCHORED TO PROPERLY 17.-ALL FASTENERS TO ICE "CORROSK)N RESISTANT'. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 18. INSTALLATION ANCHORS SHALL RE INSTALLED IN ACCORDANCE WITH ANCHOR RESPONSIBIl-ITY OF THE ARCIIITECI OR ENGINEER ()F RECORD. VIANUFACTUFZER'S INSTALL ATION OR .;HALL. NOT . USED A i INSTRUCTIONS AND ANCH, S S',l -BE s I X BUC.,: OVER MASONR"/CONCRETE.IS OP110NA" S ..-L IH SIRENGI-IS LESS WHERE SHI'd OR BUCK THICKNESS IS LESS THAN 1-1/2wINDCV LmIS vUS'l BE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 - ANCHORED THROUGH THE FRAM- IN ACCORDANCE WITH MANUFACTURERS PUBLISHED B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. INSTA-LATION INSTRJ7iONS. ANC-40RS SHALL BE SECURELY FASTENED DIRECTLY INTO C. MASONRY STRENGTH 0014FORMANCE TO ASTM C-90, GRADE N, TYPE_ I (Or' GREATER.). 7-HICK_MINIt-AUV-- OPIFRI' YrOOD BUCK TIIICKNFi'-S IS 1-1/2" OR GREATER, SUCK SHALL B sECURE L.Y 19. APPROVED CONIFI%FATIONS: OX. XO FASTENF."D _0 MIASCIAr"ZY, CONCRETE OR OTHER STRUCTURAL. SUBSTRATE. WINDOW UNITS M.-",y BE ANCHORED T-'ROUGH FRAME TO SECURED 'NOO'D BUCK IN ACCORDANCE WITH MANUFAC-t-'RILAR'S 'U(3LI:'-IILD INSTALLATION INSTRUCTIONS. 6. WHERE IX 3L,r-K IS NOT USED' DISSIMILAR MATERIALS MUST BE SEPARATED mri-1 APPROVED COATiNC4 QE; K.IFVBRANE. SFLECT10N OF COATING OR MEMBRANE IS THE RFSPo\IS!Blt.ITY -'.F THE ARCHITECT OR ENGI`4EC;',* OF RECORD. BUCKS SHALL EX7f-N[,' BE YONID 'WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT I- PROVIDED. 8. SHIM AS REQUIRED AT FAC 1-1 Al JCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OR GREATER OCCURS. MAXIMUM ALLOWABLE S9.M STACK TO BE 1;/4". 9. SHIMS STALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABI-E OF SUSTAINING APPLICABLE LOADS. IU. WIND LOAD M.IRATION FACTOR O'd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME- MATERIAL: EXTRUDED RIGID PVC. I UNITS MUST BE GLAZED PER ASTM E1300-04, SEE S117FT 2 FOR GLASS DETAILS. 13. APPROVE[.- iMPACT PR,,)TECTiVF. SYSTEM IS.....NOT:.__._jQT R MU R Q. FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 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. 1 FOR ANCHORINf, INTO MASONRY/CONCRETE USE 3/16" 1AFICONS WITH SUFFICIENI LENGTH 10 ACHIEVE A 1 1/4" IVINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112'. MIvIvum EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0811312015 REGENCY PLUS, INC. 2000 LOCUST GAP HIGHWAY Vt..L 0 R 200' MT CARMEL, PA 17851 S TABLE ....................................................... . . ........ ........... SERIES 5405 VINYL HORIZONTAL SLIDER F CONTENIS o 95 NOTES TAT SHEET" NO.. - LMI '4 DESCRIP"ION 74" X 63" , * PO4F •'4 I NOTES -:;!0 A, :DRAWN: owC No. :�Z ORVO` 2 ELEVAT ON N.G. 08-02702 A z RE, 01M. 3 4 IN TE S ATE �,TALLATiON DETAILS 06/01/15 1 OF 4 71" MAX FRAVE WIDTH 12' MAX A i9DASED EATING 5/13/ R.L.5 6" I,,lAX ..............—"- 6" MAX i ...................................................... ............................ .................. 12 X 17" VAX O.C. J 11 i Ell 3 LIM HFG-iT x// Nm 0.090" Sc BY DUpOqT I I— i ia" TEMP 1/8" A N INTERIOR EXTERIOR DESICCANT. SERIES 5405 �VINYL HORIZONTAL SLIDING STEEL SPACER SYSTE M EXTERIOR VIEW 7/1 L.................. DESIGN PRESSURE RATING IMPACT RATING NO 1 LARGE AND SMALL . \— GLA71NG ±55.OPSF SIKA 552 DEAD MISSILE IMPACT BACK BED-DING GLAZING DETAIL MISSILE LEVEL D,WIND ZONE 4&HVHZ NOTES: I. MAXIMUM PANEL, St7E: 35 7/16" X F-C-" 2. MAXII,.AlUM D.L.O. 3 X 57 1/2" 3. (1). 1/2" X 1/2" TRIANGULAR-SHAPED vVEEP HOLE AT EACH END OF INTERIOR SILL TRACK. 4. (1) 1,12" X 318" WEEP HC'.l AT MIDSPAN OF NTERIOR SILL TRACK. SIGNED:0811312015 5. (1) 5/6' X 318" %VEEP HOLE AT FIXED ME--1,NG RAIL END OF EXTERIOR SILL TRACK. 6. (i) 3/`4" 3/3" WEEP NOTCH AT EACH END OF INTERIOR SILL I4ACK COVER. REGENCY PLUS, INC. �\�r, 0 7. (1) 1 11/2" X 1/4" WEEP HOLE WITH PLASTIC.- I.-,'CEP COVER AT 2 '/8" FROM EACH END OF 2000 LOCUST GAP HIGHWAY ...... EXTERIOR VERTICAL SILL FACE. MT CARMEL, PA 17851 '\r,E Nq cp 8. (1) 1/4" X 9/16" WEEP NOTCH AT IVIDSPAN OF INTERIOR SILL TRACK COVER. SERIES 5405 VINYL HORIZONTAL SLIDER 0y6125 HARDWARESCHEDULE 74" X 63" I-M) A. (1)METAL CAM-TYPE SWEEP LOCK 13"FROM EACH END OF ACTIVE MEETING STILE ELEVATION TAY� �C OF zz B. (1)METAL KEEPER AT FIXED MEETING STILE DRAWN; ewCNO. f"Ev C. (1)METAL TILT LATCH ATTOP OF BOTH ACTIVE PANEL STILES N.G. 08-02702 A D. (1)STEEL REINFORCEMENT CHANNEL AT FIXED MEETING STILE AND ALL PANEL MEMBER HOLLOW SCAI.E NTS OWE 06/01/15 2 OF 4 2 1/2" MIN. Reau,u EDGE DISTANCE REV c JcR.I"TICIN onrE All"Roveo CON GRETE/tv1A50NilY ., "" - � �--'-"---'� RF.VI3Ef? RATING —^--------_---- OA/13;15 R.L. BY OTHERS P° _..._......_.........._..._...._....._........._ __._. _.....--- ---...._.........__..__...................._..............__..__._....._ OPT;ONAL 1X BI,C/. - i < _ ° " %� c ° I 4" F.;ih•I. TC BE PROPER y ��- • EMBEDMENT 114" SECURE'_i _-_.. _ -� �\BL. RENT "_ r. ^ , SEENOTE 3 SHEE' / I_J 1 OTHERS APPROVED II yy� J/ L44ti OPPONAL I X BUCK �V v 1/4 N44. SHIM SPACE SHIM SPACE- TO E - - - - -- -- - SECURED SEE -- ` .r..-..._.._� niOTE 3 SHEET 1 d ' \ "a _.x/16=TAFCON----- --- - - .3%7 "_TAPCON-1--=- --.,.-•--_ - -_ - -- ------ - \ I r ; llII ,,..._1. .............. 1` INTERIOR 2 1/2„ I t. — ' I �' lc±I EXTERIOR INTERIOR A. 1 1 EDGE -- DISTANCE ._......... APPROVED EXTERIOR SEALANT f�ttr`yl�_ JAMB INSTALLATION DETAIL ONCRETE/MASON r C RY INSTALLATION APPROVED ellli , 1 n 3/16" SEALANT _.................... , - /4" MAX. OFTOIJi�L ik BUCK � '' �—r, SHIM SPACE. NOTES: lO 6 PRUP 6'Y 1.INTER!0RANDEXTERIORFINISHES,BYOTHERS, \ i..............................1-.1_....................1 SECLIRED �� _ _ SEE NOTENOT SHOWN FOR CLARITY. 'iE 3 SHEET 1. --- ---I' 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE ` i ._ DESIGNED IN ACCORDANCE WITHASTME2112 CONCRETE/MASONRY t By OTHERS • n °— j SIGNED:08/13/2015 1 '!4" MiN. NCY FA•tBFDIAEFJT 2000 EOCUSTPGAPSHIGHWAY \��5RII'L106/�� _-.._...�.�_.__.., _• ° MT CARMEL, PA 17851 •y�GENs9cs+�% 2 1/2" MIN. J SERIES 5405 VINYL HORIZONTAL SLIDER j*• 0 511, ••*= EDGE DISTANCE A X 63" - LMI O' TA(T �ync47�` VERTICAL CROSS SECTION INSTALLATION DETAILS Qp CONCRETE/MASONRYINSTALLATION DING No. REV �i�'c��F�QRIOQ;G� 08 SCALE NTS GATE 06/01/15 "'FE142A OF 4 ��is��NAL1Ea��`, i I �j Florida Building Code Online i Page 1 of 2 � y I I - Mum BCIS Home J Log In J User Registration Hot Topics J Submit Surcharge Stats&Facts Publications J FBC Staff J BCIS Site Map Links Search - ' bpoduct*,unr ApprovalER:Public User ,I i Product Approval Menu>Product or Aoolication Search>Application List>Application DetailWkgi ' " " FL# L11412-R : �n...33'�.,d: y ash° Application Type Affirmation Code Version 2017 Application Status Validated � I Comments Archived I ' i Product Manufacturer Regency Plus Incorporated Address/Phone/Email 1024 Locust Gap Highway J Mount Carmel,PA 17851 (570)339-3374 j tonyp@conservationlwindows.'dom Authorized Signature Tony Procopio j tonyp@conservationiwindows.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,SD 17851 (570)339-3374 "1 oek@wind ow-pros.jnfo Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,PA 117851 (570)339-3374J joek@window-pros.info ii Category Windows Subcategory Single Hung Compliance Method Certification Mark o i Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i , i I ' j Referenced Standard and Year(of Standard) Standard I J Year AAMA/N W W DA101/I.5.2-97 1997 TAS 201 1994 TAS 202 1994 TAS 203 i ; 1994 Equivalence of Product Standards J Certified By i 1 ' RI affirm that thele are no-changes in the new Florida Building Code which,affect my product(s)and my product(s) are in compliance with the new Florida Building Code. I Documentation from approved Evaluation or Validation Entity heaps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9 WuE... 1/5/2018 I Florida Building Code Online j ; Page 2 of 2 CYes ONO [_;N/A FL11412 R6 COC Affirmation FL11412 417-0906 ss.odf r I Product Approval Method Method 1 Option A I I , Date Submitted 01/04/2018 Date Validated 01/04/2018 iSummary of Products I , { FL# Model,Number or Name Description �I 11412.1 Series 2000 Series 2000 Non-Impact Single Hung:Window Limits of Use Certification Ageney Certificate Approved for use in HVHZ:No FL11412 R6 C CAC NI006135-R8.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2021 II i Design Pressure:+40/-40 Installation Instructions n Other: FL11412 R6 II 68-02703.gdf Verified By: Luis R.Lomas,IP.E.62514 Created by Independent Third Party:'Yes Evaluation Reports E FL11412 R6 AE1513483.ndf t de endent Third Party:Yes u 11412.2 Tech 5000 Series Tech 5000 Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11412 R6 C CAC NI006712-R4.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2021 " Design Pressure:+55/-55 Installation Inst)uctions Are MATERIAL TO BE RIGID PVC FROM ROYAL FL11412 R6 II 08-02704A.Ddf WINDOW&DOOR PROFILES,PLANT 1,VEKA AAMA Verified By: Luis R.Lomas,;P.E.62514 CERTIFIED(DOM-1). Created by Independent Third Party:�Yes Evaluation Reports " FL11412 R6 AE 113-0328.09-COMP.Ddf FL11412 R6 AE 133032809 Ddf FL11412 R6 AE1513484A,.odf Created by Independent Third Party:Yes I I Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phoned 850-487-1824 I ,1 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::ELLUCV Statemint::Accessibility Statement::Refund Statement 11 ,. Under Florida law,email addresses are public records.If you do not went your e-mail address released in response io apublic-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have anylquestlons,please contacg850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must providethe Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are publlc,record.If you do not wish to supply a personal address,please provide the Department with an emall 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: �I f b Credit-Card ' Safe i, I I I,. I I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEV XQ,Apgv8JygqZ9 WuE... 1/5/2018 L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 518484A 434-688-0609 rllomas@lrlomaspe.com II I I) Manufacturer: Regency Plus, Inc. 1024 Locust Gap Highway I Mt. Carmel,PA 17851 Product Line: Series Tech 5000 Vinyl Single Hung Window-52"x 76"-LMI iI Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and ProfessionalRegulation 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 08-02704, Revision A,prepared;signed anld sealed by Luis Roberto Lomas P.E. ' 2. Test report No.: NCTL 210-29-68-1,2,3 signed and sealed by Gerard J.Ferrara,P.E.. National Certified Testing Laboratories,0d2ndo, FL. TAS 201-94 Large Missile Impact Test,Levee D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,t55.Opsf design pressure, 13.5psf water penetration. TAS 203-94 Cyclic Pressure loading t55.Opsf design pressure 3. Anchor calculations,report number 513484-1, prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t55.Opsf • Maximum unit size: 52"x 76" • 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 b me debris regions. • Frame material to-be rigid PVC. Installation; Units must be installed in accordance with approval document,08-02704,RevisionlA. 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). I �N�� S R' O,y��iii I `v•,.�`CENs�••� �251 � • 6 t • i TAT OF •4f • ��0-4 • ORI .�G�,`� /�//ONALIE,�� I 1 of 1 Luis R.Lomas,P.E. FL No.:62514 08/14/2015 I, l REVISIONS REV OESCI?!•"ION On TE A.I.4 ROVED ...._A......l..NEVISELt SATING........ ...._..__...._.._....._........._._._..._.._._. .08/14,/1.; F..L. NOTES: 16. OR ANCHORING IN10 METAL STRUCTURE USE #10 S6%S OF. SELF DRILLING SCREWS ',^,KITH 1. THE ^ROCUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY d;ITH SL!FFICIENILENGTH TO ACHIEVE 3 THREADS MINIFAIAI BEYOND STRUCTURE INTEPoOR WALL. FEQI!RCMENTS 07. THE FLORIDA BUILDING CODE INCLUDINIG THE dVI.1Z. _ _ nC. �N':F) � AS SriOi!Jt•J !tJ F_I,FV1TIiJNS AP![1 Il' TALK\TIOhd ET,ILS'. WCOD FRAMING AND I�IASONR\1 OPENING TO-BE DESIGNED ANO ANCHOED FRL) RTO PROP , - '� t Y. ALL FAST'LNr'k;; 10 BE CORROSION RESISTANT. TRANS;,7ER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE.. WITH ANCHOR RESPONSI31_ITY OF -FIE ARCIIITECT OR ENGINEER RECORD. iANLJFACTGRFR'S IW !ALLATION INSTRUCTIONS AND $NCHORS -A,"L NOT BE USED IN '? BUCe, 1 S l C_'N LlETE_IS OF'TIONA _-- _ _ --- --'------- U6STkA1ES-ruIH jiR_i �i,:S-LESS 'TH.AN (FE t,JIIJIT.IU -IG -i LELOV•i: '- ----- -- --- -- _ - WHERE SKM {)R ?UC.' THICKNESS IS LESS THAN 1-1/2" WINDOWUNITSMUST BI A. WOOD - MINIFAUPA SPECIFIC GRAVITY OF 6=0.42 - - ANCHORED `(HROUGH THE FRAME IN ACCORDANCE WITH MAHUFACTURER'S PUBLSHED B. CONCREIF - MINIMUM COMPRESSIVE STRENGTH OF 3,112 PSI. INSTALLATION iNSTRUC`ONS. A.NC.HORS SHALL BE SECURELY FASTUIED DIRECTLY INTO C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-CIO, GRADE N, TYPE '1 (OR GREATER). _ PEYSIONS MAX FRAt�'E :"gD'fH -- aev rE5CF;1°npn onrE n�=Fkov�o 6" MAX _0 A l Re JISED RAT111G 08'1 A 115 ._�..__. R.L. MAX C;.0 _..................................................................................................._. -- -...----- I I 6" MAY ...j..........._... I i� 3" MAX i/ 0- 76" MAX .__...-_......................... ..... ----- --- - ---__FP.AME- ------ - — --- X ! 4 ! ,— C,.C90.. SGD 31 Ca!PONT ANP; I i/�" "fEmIl, INTERIOR DE- AN EXTERIOR STEEL SPACER SERIES TECH 5000 VINYL SINGLE HUNG WINDOW '!16 3.i E i/ n� SYSTEha EXTERIOR VIEW � 1f4......r'7•'�krl i DESIGN PRESSURE RATING IMPACT RATING % *55.OPSF LARGE AND SMALL I,;,,,, RIVE -% MISSILE IMPACT Ctt_'DIyG GLAZING DETAIL MISSILE LEVEL D.WIND ZONE 4&HVHZ NOTES: 1. MAXIMUM SASH SI'=: 5C" X 36" 2. MAXIMUM D.L.O.: 46 5/8" X 32 7/8" SIGNED:08/17/2015 REGENCY PLUS, INC. 2000MT CARMEL;GPA 1 851 AP AY \ �CEN`SF9�i�% HARDWARE SCHEDULE SERIES TECH 5000 VINYL SINGLE HUNG WINDOW *�• ,�;(��0 A. (1)METALCAM TYPESWEEP LOCK 111/2"FROM EACH END OF INTERIOR MEETING STILE 52" X 76" - LMI _ B. (1)METAL KEEPER ATEXTERIOR FIXED MEETING STILE ELEVATION S TATE` OFe ` ��7.•_ i0• • 14. C. (1)ME oNaiea:: owo NO. rev ��'�� CQRIOP•�� - N.G. . 08-02704 AE O (1)STEEL C -SHAPED ATMEEINGRAIL NTS 06�01�15 0E4 1 1/2" MIN. REv510145 EDGE'DISTANCE REV nesa?i>noo-i CWL Anc`Ro/e0 COP!CR[TE/P ASCN,RY __. --• -�.�_-- - -- ------- - - --- _...-- -- --..\ __. ..._.---.-___ ...- A 4E`.UF'? RATING Cd/14/tj R! By OTHER" 1 f-1" MIN. CPI-iNAL F 'BUCK .✓, - a rfl3rOhdEPIT 11 iA" rrlr. I'C BE PROPERLY �•_. ° E SECURED -- T- M6 CGIEPJT SEE NOTE 3 SHEE7 1 � ! Y OTHERS SF t t .'T. ��. 11 APPROVED OPTIONAL" 1 K BU N- .-- ---- - -- ---- - - _:.-- I -"SHl vt-SPACE -_ - ------" T 6 N =- - -SHIM �F' i,:;_.-.:-_-'---_...._ __ ------ -- ----- - '-_ -'--- - R ElLY SECURED {� SEE :JOTS 3 SHEET 1 -- --- - ------it l� - --\ 3f 1_61-TAFC:C1N -- � ° 1 Lill r��.... Ali- 1 1 1 7I \ � 1 I2 EXTERIOR .::::,..1.. ! I INTERIOR 41,IN. i I EDGE y D1S,ANCE � r Its. APPROVED EXTERIOR n _ SEALANT �^ JAMB INSTALLATION DETAIL n -Et��{• CONCRETE/MASONRYINSTALLATION F.PPf?OVED 3/16" TAPCtON -- SEALANT 1/4.° MAX. ,, OPTIONF;L IX BUCK -� '' i... ---. H h SPACE ' TO BE PROPERLY [.:_......................._�'. !..... NOTES. SECURED D � \�} _ � - 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, ...._.......- :..1.. -_-_ NOT SHOWN FOR CLARITY. SEE NOTE 3 'HEFT 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE ---""`' DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE//MASONRY BY OTHERS a ' ° ' 4 SIGNED:08/17/2015 % j 1 1/4" h11iV. I EMBEDMENT REGENCY PLUS, INC, �ttt�lulil �� 2000MT LOCUST GAP HIGHWAY 785 �`vJ`�1GENS�9tP'�� L 1!2 111 N. SERIES TECH 5000 VINYL SINGLE HUNG WINDOW * EDGE DISTANCE 52" X 76" - LMI f,� INSTALLATION DETAILS =q0• TAT OF VERTICAL CROSS SECTION p CONCRETEIMASONRY INSTALLATION - DRAWN: otic ND 'RE4 ��'°F•:c<pR1OP•��'�\ N. DAT` 08-02704 A ALIE�G��\ NTS ` 06/01/15 4 OF 4 i