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HomeMy WebLinkAboutProduct Approval MIAMI-RADE MIAMI—DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ACCEPTANCE OA www.miamidade.Eoy/economy Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 This NOA is being issued under the applicable rules and r gulations governing the use of construction materials. The documentation submitted has been reviewed nd accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County a d other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated bel w.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas oth r than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur he expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such prod ct or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determi ed by Miami-Dade County Product Control Section that this product or material fails to meet the requireme is of the applicable building code. This product is approved as described herein, and has been esigned to comply with the Florida Building Code,includin t DESCRIPTION: Series"5405"White PVC Horizontal Sli ing Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0063, ti led "Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08,with revisi n J dated 01/08/18,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amo so, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptan a number and expiration date by the Miami- Dade Cooly Product MISSILE IMPACT RATING:Large and Small Missile I pact Resistant LABELING: Each unit shall bear a permanent label with a manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Produ t Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting he performance of this product. TERMINATION of this NOA will occur after the expiratio date or if there has been a revision or change in the materials, use, and/or manufacture of the product or p ocess. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes s all automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for to ination and removal of NOA. ADVERTISEMENT: The NOA number preceded by t words Miami-Dade County, Florida, and followed by the expiration date may be displayed in adverti ing literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be pro ided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0618.03 and consists of this age land evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Pere ,P.E. NOA No.18-0122.12 MIAMI DADE COUNTY Expiration Date: July 22,2019 �® Approval Date: March 08,2018 Pa e y Regency Plus,Inc. NOTICE OF ACCEPTANCE: E DENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1210.12) 2. Drawing No. RPLS0063, Sheets 1 through of 6,titled"Impact Series 5405 Horizontal Slider Window",dated 11/26/08 with revision H dated 09/24/15,prepared by PTC Product Design Group,LLC, signe and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per BC, TAS 202.94 2)Uniform Static Air Press a Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,p r FBC,TAS 202-94 4) Large Missile Impact Te t per FBC, TAS 201-94 5) Cyclic Wind Pressure Lo ding per FBC,TAS 203-94 6)Forced Entry Test,per F C 2411.3.2.1, and TAS 202-94 along with marked-up drawings and instal ation diagram of a white PVC horizontal sliding window, prepared by National Certi ied Testing Laboratories, Test Report No. NTCL-110-11507-1, dated 08/18/08,revise on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under NOA No. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and stru lural analysis, complying with FBC 511, Edition (2014), dated 03/31/15, with re ision dated 09/01/15, prepared by PTC Product Design Group,LLC,signed and se ed by Robert J. Amoruso,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory an Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 is ued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlay r"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, iss ed to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC E terior Extrusions, approved on 02/28/13, expiring on 02/28/18. Manuel B- 2212 .E. Product Controlfiner NOA No. Expiration Date: July 22,2019 Approval Date: March 08,2018 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EV16ENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of comy lying with FBC 5"Edition(2014) and of no financial interest, dated 06/01/15, prep ed by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoroso,P. . 2. Laboratory addendum letters in the Test eport No. NTCL-110-11507-1, issued by National Certified Testing Laboratories, dat d 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test eport No. NTCL-110-11507.1, issued by National Certified Testing Laboratories, da ed 08/18/08, signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 084210.12) G. OTHERS 1. Notice of Acceptance No. 14-0128.06, iss ed to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding W' dow - L.M.I., approved on 03/20/14 and expiring on 07/22/19. Manuel P ez, .E. Product Control xa it NOA No.1 - 122.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EViDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0063, Sheets 1 through of 6,titled"Impact Series 5405 Horizontal Slider Window",dated 11/26/08 with revision J dated 01/08/18,prepared by PTC Product Design Group,LLC, signe and sealed by Robert J. Amoruso,P.E. B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issuep to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color P Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16.0712.03,issu d to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Ext rior Extrusions for Windows and Doors, approved on 08/10/17,expiring on 2/28/18. F. STATEMENTS 1. Statement letter of conformance,complying th FBC 611,Edition (2017),dated January 8,2018,prepared by PTC Product Design oup, LLC, signed and sealed by Robert J. Amoruso,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0618.03,issu d to Regency Plus,Inc. for their Series "5405"White PVC Horizontal Sliding W' dow—L.M.I., approved on 10/01/15 and expiring on 07/22/19. Manuel Pere P E. Product Control ExAi&er NOA No. 18-0122.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-3 REGENCY PLUS, INC. IMPACT SERIES 5409 HOR IZONTA L ,SLIDER WINDOW- LMI � W INSTALLATIONANCHORAGE DETAILS o o � . a o�• a INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR $ o m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. c LL HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISO Q O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO z ¢ '- MIAMI-OADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3:0 2.THE PRODUCT ETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE C w UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE > p O NCTL-110.11507-1 DATED 08P20l08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK3 -z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM V 2 W U p HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN TION INSTRUCTIONS AND ANCHORS SHALL - r'Q F U N TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. IM(SrSHAIt=BE-eGNSTRUGTEO-OF HIGH DENSITY eCro ANCHOR MANUFACTURER'S - ai=¢Z m, Z ' 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300.04e1. PLASTIC OR BETTER. NOT BINSTAE USED IN SUBSTRATES WITH STRENGTHS SS t1 6 �H TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE 412 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE V p Z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS°X°AND b°STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH ANCHOR MANUFACTURER. 2 O =p WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 W C)U oz HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w F 0:FIXED PANELa HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE o rn $ 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! FOLLOWING PROPERTIES: N w w o LL x z MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, w z RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- W w 10 jp TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: ® PRESSURE TREATED SOUTHERN YELLOW PINE. U $ WOOD-ONLY STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER Q HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST Q OR ARCHITECT OF RECORD. WOODNLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 In INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS tl w iris APPROPRIATE SAFETY FACTORS PER THE APPLICABLE5.1.2. 1-112 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. �G . S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE ®B. CONCRETE-MINIMUM COMPRESSNE STRENGTH OF o. `� ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 52.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. S STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 522. 21NCH MINIMUM EDGE DISTANCE Ac. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT MEDIUM WEIGHT WITH DENSITY>117 PCF. RohertJ.Nrcvum,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1112 INCH Flodda P.E.No.49752 WOOD SCREWS. 8,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE .� JAMESf Z" GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO •°........ C E IU q•�� INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. Q®��'` SF•°�G DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY No 49752 O ELECT ONE OF THE FOLLOWING OPTIONS: A.OUTSIDE HVHZ REQUIRE THAT A LICENSED TO, �•* ' ENGINEER OR ARCHITECT PREPARE AND SUBMIT STATE OF ° SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. c•�.�O({ O P'\��� B(NSIDE HVHZ:REQUIRESPECIFIC APPROVALS THAT IED FOR AND OBTAINED wee' ,O A i�NGee m FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES PRODUCT REVISED 2 F ELEVATION AND ANCHOR LAYOUTS w wmplying with dee Florida 3 F VERTICAL SECTIONS Building Code - --- - AcreplmoeNo 8-0122.12 IMPACT 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSE) -IMPACT RATING - E<plreltoo Da 9 5 F CORNER DETAIL 6 F COMPONENTS AND BILL OF MATERIALS 155.0 LARGE MISSILE Oy Mimt Usd:Product CORNERS(TYP.) 12"MAX.O.C.(TYP.) a @ HEAD&SILL @ HEAD&SILL FROM PARTING 12 1/2"MAX.O.C.(TYP.) g STOP CORNERS @ HEAD&SILL 4 w 8 1/4"MAX. ° FROM PARTING W ° STOP CORNERS(TYP.) a a 5 1/2"MAX. � FROM FRAME H CORNERS(TYP.) 13" I t 3 LL 12" o O.C.TYP. O ii X O.C.TYP. °❑ _ ° II Z N 74"MAX. i i w RAME WIDT II ¢ ❑0 34 3/16" 33" - _ MAX MAX. INSTALLATION iH ? <� D.L.O. D.L.O. AN - 63" IT T T T f uj t)vi�OZ o " MAX. PARTING STOP W 0 6 o Z �Q HFRAME GHT ANCHOR(TYP.) 6"MAX.O.C.FROM W o o n FRAME CORNERS(TYP.) S 58 3/4" B C STEEL REINFORCEMENT3" N W W , "�s MAX.(TYP.)@HEAD$SILL w MAX. 3 3 FIXED W/(2)EVENLY FOR WOOD SCREWS 1 ' D.L.O. S ACED METAL SCREWS 4"MAX.(TYP.)@HEAD&SILL G a I� FOR CONCRETE SCREWS a g�LL 2 II 3"MAX.FROM C.L.(TYP.)@ HEAD&SILL© RobertJ.Nmmso,P.E Fo t t p F Floud"RE No.49752 4 HH 3 4 6"MAX.FROM C.L.(TYP.)@ HEAD& �pUunUp°° E Hi D 571/2" SILL FOR WOOD SCREWS. ��O°`�DAMES q 4 HI X 4 MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& �.�0�`�4;•�.ceniSF.�nG� HH D.L.O. SILL FOR CONCRETE SCREWS. Q No 49752 ANCHOR LAYOUT G = STaTE� _ EXTERIOR VIEW HHREINFORCEMENT °'�o65i c� /� HH of 1 1/2"x 1/4"WEEP HOLE 2 5/8"FROM END(TYP.) PeomucrREvlsFn complying with the Florida 3 Building Code ELEVATION `p18"m°�` y EXTERIOR VIEW Mimi °d`P"°dud t s -V Y Y FNO NE BY WOOD 1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD CK BY OTHER 13 INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS TE 5, SHT. 1) MIN 7/8" MIN. (SEE NOTE 5, SHT. 1) 3 ROTECTION BY 1EDGE"DIST.© SHEATHING EDGE DIST. TWO BY WOOD E INST. NOTE o BY OTHERS BY OTHERS o 11A) d o av' a o (SEE NOTE 4, SHT. 1) m OTHERS :, c' a. EXTERIOR FINISH °m SHT. 1) q' a c a A 1 1/2" MIN. BY OTHERSh ;' °EMBEDMENT #8 X 1 1/2" r 1 1/2" MIN. OWOOD SCREWEMBEDMENT 1 1/2" 4 "`` 14 #8 X 1 1/2' 14 '_; t'ta.D SCR ; WOOD SCREW 'j`Y'XTERIOR FINISH 0 1/4" MAX. 10 SIM"SPACE BY OTHERS SHIM SPACE PERIMETER CAULK Q� 10 BY OTHERS P1 PERIMETER CAULK 1 BY OTHERSto 0 6 Qp� 10 00 a 5 8 21 z � � 2 U 3i4 1 6 WINDO > W a 5 8 HEIGH < 4 2 F 16 15 a t9-j u VERTICAL SECTION z a =o N 4E B CONCRETE SUBSTRATE WINDOW EXTERIOR OPERABLE F �R°` EXTERIOR INTERIOR o q> eE INTERIOR HEIGHT SEE GLAZING VERTICAL SECTION N W SHEDETAIL 2 ET 3 15 C oPE�LEP�SHOWN. � 0 3a 18 FDCED SRAILAR U 1$ IS 4 2 27 INTERIOR 8 aim 5 21 11 9 2 8 16 4 15 n n 1 11 �l RobertJ.Amoroso.P.E. �nl ILII U 6 Florida P.E.No.49752 24 u ! 2210 23 o4 %%%,' .`..........C 4f PERIMETER CAULK 10 BY OTHERS #8 X 1 1/2 21 N#8 X 1 1/2" C3 14WOOD SCREW17WOOD SCREW 14 1/4" MAX. • "141Q (� SHIM SPACE Q�_J o � a�;• STATE EXTERIOR FINISH .r.ri' '• ��`�,�p R 1O Pr�`�w /E\ BY OTHERS CONCRETE BY OTHERS ~ o e o 1 1/2" MIN. (SEE NOTE 4, SHT. 1) EMBEDMENT L� o ' oe ONE BY WOOD �' o c 15 18 16 25 PRODUCT ply;n�g�Fpodda BUCK BY OTHERS 1/4- ITW TAPCON 13 1 1/2- MIN. 6uudmg code. INSTALLATION--ANCHOR - © EXTERIOR A—ptaom Nol •012213 (SEE NOTE 5, SHT. 1) VERTICAL SECTION EDGE DIST. HORIZONTAL SECTION FxPr,aLroo ODD BUCK PROTECTION A CONCRETESUBSTRATE D Ey BY OTHERS (SEE INST. OPPRBAIEPANEL SHOWN, Miam' ade mt NOTE 11A) FUMDSD&LAR