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HomeMy WebLinkAboutProduct Approval IGHT 500 SW 12th Ave — Deerfield Beach,FL 33442 WI ® W S Ph. 561-922-6747 Fax.561-292-3662 Property Information Building Information Owner: PATSY DISNEY Wind Zone: 170 MPH. Address: 115 E ARBOR AVE. Exposure Category: C PORT SAINT LUCIE FL 34952 Minimum Building Dimension: 33 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 52 24 7 37.8 -41.0 2 End 52 24 7 37.8 -50.6 3 Int 36 36 7 37.8 -41.0 4 Int 73 36 7 36.3 -39.5 5 Int 36 36 7 37.8 -41.0 —._... .----- _....._- _-..- - .............. .....-- _—..__.. — _. .. _._. -. _ _ -. _ ...._._---.. _...... 6 Int 52 36 7 37.2 -40.4 7 -------Int-- ---- 52 ---- 36 7 37.2 ------- -40.4 8 Int 73 48 7 35.6 -38.8 9 Int 73 48 7 35.6 -38.8 10 End 36 36 7 37.8 -50.6 11 Int 55 48 7 36.3 -39.5 12 Int 55 48 7 36.3 -39.5 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Lauds-Components and Cladding.6th Edition(2017)Florida Building Code. Page I of I 115 E ARBOR AVE. PATSY DISNEY - 8347 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 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU MULTIPLE OPENING � (Location) IS THIS A PRODUCT ROUGH ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS SIZE REQ Y/N/NA NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N 1 Int Window 7B"LamiIG 18-0122.12 55 55 37.8 -41.0 74x63 52x24 YES No 2 End Window 7/8"LamilG 18-0122.12 55 55 37.8 -50.6 74x63 52x24 YES No 3 Int Window 718"LamiIG 18-0122.12 55 55 37.8 -41.0 74x63 36x36 No No 4 Int Window 78"I,amiIG 1.8-0122.12 55 55 37.8 -41.0 74x63 73x36 No No 5 Int Window lig"LamilG 18-0122.12 55 55 37.8 -41.0 74x63 36x36 No No 6 Int window 7.8"LamilG 18-0122.12 55 55 37.8 -41.0 74x63 5206 YES No 7 Int window 7/8"Lami10 18-0122.12 55 55 37.8 -41.0 74x63 5206 YES No 8 Int Window 7%8"1ami10 18-0122.12 55 55 37.8 -41..0 74x63 73x48 No No 9 Int Window WS"LamilG 18-0122.12 55 55 37.8 1 -41.0 74x63 73x48 No No 10 End Window 7,13„IamiiG 18-0122.12 55 55 37.8 -50.6 74x63 36x36 No No 11 Int Window rs"Lumi IG 18-0122.12 55 55 37.8 -41.0 74x63 55x48 YES No 12 Int Window W18"Iam11G 1.8-0122.12 55 55 37.8 -41.0 74x63 55x48 YES No i I MIAMI-DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CEPTANCE OA www.miamidade.gov/economy Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other 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 the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,includin t e DESCRII'TION: Series"5405"White PVC Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6,dated 11/26/08,with revision J dated 01/08/18,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade Countv Prod MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product 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 the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising 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 provided 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 page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0122.12 MIAMI-DADE COUNTY Expiration Date: July 22,2019 Approval Date: March 08,2018 �f,lla PaeI C Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE 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 6 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, signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202.94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5 Cyclic Wind Pressure Loading per FBC TAS 203-94 Y g 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110.11507.1, dated 08/18/08,revised 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 structural analysis, complying with FBC 51h Edition (2014), dated 03/31/15, with revision dated 09/01/15, prepared by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. Manuel Per .E. Product Control=8- 22.12 iner NOA No. Expiration Date: July 22,2019 Approval Date: March 08,2018 E-1 s Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5"Edition (2014) and of no financial interest, dated 06/01115, prepared by PTC Product Design Group, LLC, signed and sealed by Robert I Amoruso,P.E. 2. Laboratory addendum letters in the Test Report No. NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 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 Report No. NTCL-110.11507-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E.Rupp,P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 14-0128.06, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window - L.M.I., approved on 03/20/14 and expiring on 07/22/19. Manuel P ez, .E. Product Control xa iner 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 6 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,signed 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 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 16-0712.03,issued to ENERGI Fenestration Solutions USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and Doors,approved on 08/10/17,expiring on 02/28/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6th Edition (2017), dated January 8,2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0618.03,issued to Regency Plus,Inc. for their Series "5405"White PVC Horizontal Sliding Window—L.M.I., approved on 10/01/15 and expiring on 07/22/19. Manuel Pere P E. Product Control ExAMWer NOA No.18-0122.12 Expiration Date: July 22,2019 Approval Date: March 08,2018 E-3 REGENCY PLUS, INC. a IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW- Ll PH W INSTALLATIONANCSORAGE DETAILS W o I o � a ov D ENEFAL-!v 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 o tO BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. O O HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS 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 ' C MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3 N 2_THE PRODUCT ETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT# JOINTS.EDGE DISTANCE IS MEASURED FROM FREE w 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Y Cr NCTL-110-11507-1 DATED 08!20/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK Q p.:J Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM V m r O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ¢0 O w TESTING PROTOCOLS TAS•201,TAS-202 AND TAS-203. ®8.NOT USED. SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S =Q I.- SHIM(S) PLASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL d< 0 F 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-0491. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE V�2 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 1 121NCH ANCHOR MANUFACTURER Z�¢=p WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 Lu 00 U'0z HURRICANE ZONE(HVHZ)REQUIREMENTS. X:OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS ww o F H O:FIXED PANEL ® HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Q $ 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! FOLLOWING PROPERTIES: N w W u LL a= MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE!MASONRY, w Z = �5 RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCTS) USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- to Cw7 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 $ STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER ® 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. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 1 12 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBCIFRC AS CE o w APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12 1-1/2 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. w^ 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE ©B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF o. " ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. a STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 522 2 INCH MINIMUM EDGE DISTANCE ®C. 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. Robert J.Ao—so,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1112 INCH Rodda P.E.No.49752 WOOD SCREWS. 6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS a� FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO e`FQ'•y�c E►vs ��G INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. QQ:� DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY NO 4g752 •:�O ELECT ONE OF THE FOLLOWING OPTIONS: 1 A OUTSIDE HVHZ REQUIRE THAT A LICENSED *,Q 1 ENGINEER OR ARCHITECT PREPARE AND SUBMIT STATS OF SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. ` •'=•�O B.INSIDE HVHZ:REQUIRE THAT A ONE-TIME SITE °a ass ••N�s,� SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAMI-DARE COUNTY PRODUCT CONTROL. TABLE OF CONTENTS �aaAlatt►�� SHEET REV. SHEET DESCRIPTION 1 F GENERAL AND INSTALLATION NOTES PRODUCT REVISED 2 F ELEVATION AND ANCHOR LAYOUTS w rnmplying With the Florida 3 F VERTICAL SECTIONS Building Cade "—plot-N. 6-017242 � 4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Explratioo Da 9 5 F CORNER DETAIL 6 F COMPONENTS AND BILL OF MATERIALS 155.0 LARGE MISSILE rY IMPACT Mutt Lad:product — 1 7 3/4" C Flf,l(11111, CORNERS(TYP.) 12"MAX.O.C.(TYP.) a @ HEAD&SILL a FROM PARTING @ HEAD&SILL 12 1/2"MAX.O.C.(TYP.) STOP CORNERS @ HEAD&SILL 4 W 8 1/4"MAX. " FROM PARTING ° STOP CORNERS(TYP.) n a 5 1/2' MAX. FROMMFRAME " CORNERS(TYP.) " u N 13" i i 12" ° O.C.TYP. O ii X O.C.TYP. °o N z 74"MAX. RAME WIDT I a o0 34 3/16" 33" i i ci n r i g MAX. MAX. INSTALLATION ;; ? co ao D.L.O. D.L.O. ANCHOR(TYP.) Q a o v "t z 63 "t i a c�w ZE UN2 oz MAX. PARTING STOP w U a Wa 4 FRAME ANCHOR P. 6"MAX.O.C.FROM wo 'o HEIGHT ) FRAME CORNERS(TYP.) S wa 583/4" B C STEEL REINFORCEMENT N uui� 8�5 3"MAX.(TYP.)@HEAD&SILL co MAX.F3 3 FIXED W/(2)EVENLY FOR WOOD SCREWS s s D.L.O. S ACED METAL SCREWS 4"MAX(TYP.)@ HEAD&SILL G a Il FOR CONCRETE SCREWS a PE� 752 p OM C.L.(TYP.)@ HEAD&SILL© �a J.PA 4,P.ELt 6"MAX.FROM C.L.(TYP.)@ HEAD& ii D 57 1/2" SILL FOR WOOD SCREWS. 4 O i X4 MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD& °`�tc4'r��GEN�gF��gG ii D.L.O. SILL FOR CONCRETE SCREWS. Q Qj No 43752 .s ANCHOR LAYOUT G �' STAT E1 ii STEEL ii REINFORCEMENTEXTERIOR VIEW fill I I 1 112"x 1/4"WEEP HOLE 2 5/8"FROM END(TYP.) PRODUCrRewSED co.plyi"g with the Floci& Building Cole •� 3 —ptn"eerlol -a! ELEVATION `"'°" Dd. y EXTERIOR VIEW n,iam' edeProd¢t ONE BY WOOD 13 1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 1 1/2" MIN./ 7/8" MIN. (SEE NOTE 5, SHT. 1) 3 WOOD BUCK PROTECTION BY SHEATHING EDGE DIST. EDGE DIST. TWO BY WOOD OTHERS (SEE INST. NOTE BY OTHERS a BY OTHERS A °w CONCRETE BY OTHERS ; ' a. EXTERIOR FINISH (SEE NOTE 4, SHT. 1) �0 (SEE NOTE 4, SHT. 1) q� , o v '• v 0 1 1/2" MIN. BY OTHERS LL E ':y o a o o EMBEDMENT #8 X 1 1/2" = "'' / r to *: •'r; 1 1/2" MIN. ° WOOD SCREW a #8 X 1 112"r\14 °_+:` «• 14 #8X 1 1/2' 14 EMBEDMENT IL o WOOD SCR 'moi" WOOD SCREW EXTERIOR FINISH 1/4" MAX. BY OTHERS ID SHIM SPACE t0 SHIM SPACE PERIMETER CAULK Qo 10 BY OTHERS n 21 PERIMETER CAULK ILrL+ 8Y OTHERS Qo 10 0 v 0 16 0 =a 21 Z � ¢ B 1 6 o � 2 () 4 WINDO > "I U3 W U 5 8 HEIGH N i 16 15 2 4ai=<Z" - z a.80 u 16 15 J6-j �g L L VERTICAL SECTION = a°_ CONCRETE SUBSIRA7fi a p U o� WINDOW EXTERIOR OPERABLE SHO` ' INTERIOR EXTERIOR INTERIOR o 9> e� HEIGHT SEE GLAZING VERTICAL SECTION �li w DETAIL 2 C WOOD SUBSTRATE ` w IDs SHEET 3 15 OPERABLE PANEL SHOWN, U 1 16 >n®SB ILAR 4 a 0. aR w 2 27 INTERIOR O e 5 21 11 9 2 B 16 4 15 °a 6 RcbedJ.Ammo.O.P.E. IIfnl�� U LJ Florid.P.E.No.49752 U 1 22 %J1111unge 24 uuu 10 23 °°°°ic��•..........C EES q�k PERIMETER CAULK 10 �0;•%,X SF•;9G� BY OTHERS Q� 14 #OOD SCREW 21 �� �:' MO 497 2 io WOOD 8 X 1SCREW 14 1/4" MAX. 17 0 = � �� _SHIM SPACE Q 0: STATE OF .'Q EXTERIOR FINISH ;' r _•:. --F ��ts%;[O R 10 P: �: CBY OTHERS ONCRETE BY OTHERS : :rsQ: o e 1 1/2" MIN. o�ejS,O (SEE NOTE 4, SHT. 1) EMBEDMENT e• e a ee .n o o ONE BY WOOD PRODUCT R6VIS6D I 15 18 t6 25 BUCK BY OTHERS 1/4" [TW TAPCON 13 Ir^fl-1 1/2" MIN. ps�ey�with ��a Budd'm Code (SEE NOTE 5, SHT. 1) NSTALLATION ANCHOR EDGE DIST. © RIO FSP ia1��I •x12212 ODD BUCK PROTECTION A VERTICAL SECTION D HORIZONTAL SECTION By rnxcRBrEsuesTTv.TE BY OTHERS (SEE IT. OPERBAIBPANEL SHOWN, &Item' ,do Kc NOTE 11A) FDMD SIMILAR 11 1/4" MAX. SHIM SPACE #8 X 1 1/2" WOOD SCREW '8X 1 1/2" 14 SHIM AS 14 m WOOD SCREW 1/4" MAX. REQUIRED 1 1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN SHIM SPACE 15 16 3 7 6 10 INTERIOR 1" MIN. EMBEDMENT - MASONRY EMBEDMENT 10 1 19 17 16 13 1/4" ITW TAPCON INSTALLATION ANCHOR SHIM AS REQUIRED Q 1 1/2"" MIN. EDGE DISTANCE - CONC. w o #12 WOOD SCREW 12 2" MIN. EDGE DISTANCE - MASONRY © 'o wo INSTALLATION ANCHOR A a 0 7/8"I N a Q ate—CONCRETE OR MASONRY MI 4 BY OTHERS EDGE DISTANCE V ' V V (SEE NOTE 4, SHT. 1) J 4' •.Q' ISOLATION MATERIAL BETWEEN a m m 0 2 8 21 23 o Q Q. WOOD BUCK & MASONRY 30 m a OPENING BY OTHERS o o TWO BY WOOD t=° ❑� a Q ZW IX FRAME BY OTHERS ONE BY WOOD (SEE NOTE 4, SHT. 1) +.F ..• t;:< :.;. U u .�R BUCK BY OTHERS wo g SHEATHING ,Ry: WU BY OTHERS 5 1 10 �'` a Q (SEE NOTE 5, SHT. 1) < o,y 20 15 EXTERIOR Q #g X 1 1/2 W 14 10 o ei X 1 1/2" PERIMETER CAULK PERIMETER CAULK 14 WOOD SCREW co zo com ~ WOOD SCREW BY OTHERS BY OTHERS J as a zooz EXTERIOR FINISH CL 0 Nz BY OTHERS EXTERIOR FINISH > ul X " E HORIZONTAL SECTION BY OTHERS Z= = woOD PRAMB SUBSTRATE F HORIZONTAL SECTION Uj o v o- pN E. (FDQiD PANEL SHOWN, CONCRETE/MASONNRYSUBSIRATE W J �Z e`� OPERABLE PANEL SBMAR) IOPERBALE PANEL HO o O LL7.�• o W 55��� p aZ N WN �$g§§ cn 1 9nS O 7/8" O.A. LAMINATED GLASS CONSISTING as a d OF: EXTERIOR LAMINATED GLASS — 15 (2) 1/8" ANNEALED GLASS W/ 0.090" �_ mLL KURARAY AMERICA INC. TROSIFOL E INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, RobertJ.Art ,PF INTERIOR 1/8" TEMPERED GLASS Fb dda P.E.No.49752 15 Q 15 ``,{{{IIIIIIfJfffl EXTERIOR \ 26 16 / 28® ��,Q��.• GEA!3 NM ES q���,���i 00••• SF•:,¢G 2 \ NTJ_ERQ No 49752 :O 17 1/2- EXTERIOR = � '�'* GLASS BITEI INTERIOR I 1/2" GLASS BITE .i STATE OF W �4 O q •��` 27 A 16 4 141,411110110% 27 6 RODUCf REVISED GLAZING DETAIL 1GLAZING DETAIL 2 s--pirieg with the Fluff: 'uiidcg Cole ' lco:�itsncn Nu� •���-1�p Hou %Y ?' �i:•Ede Prad:+c!foe. i I i Q � � a WELDED MITERED s CORNER CONSTRUCTION 4 w FU z 1 V m 10 "' w a. O ��o O 1 m � 00 Z ��m / W 3 or a o co 12"O.C. <� N r (TYP.) a a Z(-ii >m Z 14 }�LL,R -Wo 14 Wj¢=0 4 \ W�UU ��8n 1000, wn N W U4 Z w �2® W q y 18�SS ® @ TILT LATCH 0.697• STEEL-ZINC COATED `a 0.176' 0.323" g F 14 SHIM °'345• 0.205• PohertJ.A,--.P.E CORNERD ETA I L Fla da P.E No x9752 E 0.377" 0.709• r.,. � NOTE: 1X PT WOOD BUCK PARTING STOP EXTERIOR PERIMETER BY OTHERS tgrr�nn 0.166' T ��. �AtAES q �i,- TO BE SEALED TO 1X PT WOOD BUCK o.3n• 2260• SF�9G� 1.906• Q; No 49752 WITH SIKA 551 SILICONE 5.622• osss• ❑ 0 0.803' 1.067• O 13 S;AT� OF .14 1.012" � 0.709' p','a�Sl�Ni ' 0.544• 0.157 PRODUCERMSED as mnptyin8 wi:h the Fltripa F3uiid'og Code Accep;�ae Akt� •IZ iit'aYan3Ak per Tr1i O«ck.57�dclt II t I • i Qi MAINFRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE WHITE RIGID PVC 1/2"X 1/2'EACH END(INT.TRACK) WHITE RIGID PVCQ GLAZING STOP W/HANDLE ® WHITE RIGID PVC 0.070"THK. 1/2"X 3/8"MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055'THK. a 5/8"X 3/8"EACH END(EXT.TRACK!, 0.055"THK. -f— 5/16" 4 3/16" 1 11/16. _F 1" (� 1s/16" ^ w L�((JJ�IUU 1" ��-J 1 9/16" 5/16" o 0 C aa. 2 3/4" O SASH COVER 17 GLAZING STOP-FIXED LITE 1s PANEL STOP/FRAME COVER QO WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK. 0.070'THK. 0.050"THK. 5/16" _ 5/16" 1/2" 9/16" 3 0 0 m �_3 1 4" Op �ba ❑ 11� L6 a o Q POCKET COVER Os POCKET COVERLL (EXT.TRACK) (INT,TRACK) TILT LATCH BILL OF MATERIALS 3.-,W m C) y WHITE RIGID PVC STEEL ITEM# DESCRIPTION MATERIAL SUPPLER a a z0 '2 0.070"THK WHITE RIGID PVC - � zF 1 MAIN FRAME WHITE RIGID PVC "EFS < O d i 0.070"THK, y r, y m g # SEE SHEET 5 2 SASH FRAME WHITE RIGID PVC •'EFS y F w w o 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS t��_ 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC ••EFS ul v0 tai w v 9 1 1/16" 1 1 16" 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "EFS Lu Jo 's w 6 POCKET COVER INT.TRACK WHITE RIGID PVC ••EFSLuz a . _ 7 SASH COVER WHITE RIGID PVC "EFS g R a0. v�N �+1 7/8'_ WEEP HOLES: O 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 100811010' REGENCY PLUS,INC. w ,o a 1 7/8"-I 3/4'X 3/8"EACH END 8 0 1/4"X 9/16'MID SPAN 9 INTERLOCK COVER WHITE RIGID PVC "EFS ¢ 10 PARTING STOP WOOD PT SYP G=0.55 MIN. < $N m O INTERLOCK COVER Q REINFORCEMENT 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH 9 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL o LL i WHITE RIGID PVC SASH FRAME 0 0.070"THK. STEEL WHITE RIGID PVC 13 114"ADVANCED THREADFORM TAPCON STEEL ITW = y 0.066"THK 14 #8X1112"WOOD SCREW STEEL Robed J.Amanzo.RE !� 0.050"THICK EDGESEAL Fbaae P.E.No.49752 Fy=30-50 SKI7 15 7!8"O.A.INSULATED GLASS(SEE GLAZING GLASS e11„��� DETAIL ON SHEET 4 't,5011111190” I 15/16" Fu=37.5-68.7 KPSI 16 SIKA FLEX 552 ) SILICONE SIKA ,°°°`�� JAMES.Nr,rA 13 3/4" J 2 3/16" 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC ••EFS/16" I I 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS No 49752 :o(I�-�I 3/4" 19 PANEL STOP!FRAME COVER WHITE RIGID PVC "EFS ' � j r�q 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC «EFS1�PARTING STOP zs REINFORCEMENT21 FINSEALWEATHERSTRIP VINYL ULTRAFAB STATE OF �WOOD 22 NYLON HOUSED METAL ROLLERS NYLON!STEEL SAUNDERS ENG'G :,(O R 1 p`? e� i FIXED MEETING RAIL 23 HURRICANE TILT LATCH(1057 EW)(SEE NOTE BELOW) STEEL-ZINC COATED VISION IND. r�r`sS """' STEEL 24 WEEP HOLE COVERS PLASTIC RO-MAI 0.050"THICK 20 O POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL �p ua,eeep 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. } Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER I STAINLESS STEEL CARDINAL 1 Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD SETTING BLOCK-2NB-BK-125.028-026)I NEOPRENE I FRANK LOWE I 0.060'THK NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER RQDUCT REV{SC� 1 1/2' -#— ® co inCodes th the Fbrka 13/16" FRAME.NOT SHOWN IN DRAWING. iulld'ms coat 15/16- A. p_.. �- *ASTM A-All008A/A109 Q ** EFS:ENERGI FENESTRATION SOLUTIONS �---�-5/8" " 1 1/8" USA,INC.,PER CURRENT MD NOA. D,,, paeprodoct i Florida Building Code Online G+7 ^I14- ;7,777GZ, _4 R Z X_ T�i 13cis Home i Log in User Registration Hot Topics Submit Surcharge Stats&Facts k Publications Ff3C Staff BCIS Site Map T Links Search dborHodd �T�Tk-'Product Approval 'j, 49 'USER:Public User A C, Product Anproyal Menu>Application Detail FL# FL11479-R4 Application Type Revision Code Version 2017 Application Status Approved qApproved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El Product Manufacturer Regency Plus Incorporated Address/Phone/Email 2000 Locust Gap Highway Mount Carmel, PA 17851 ( 0) 33,-33,4 tonyp@conservationwindows.com Authorized Signature Tony Procopio tonyp@conservationwindows.com Technical Representative Tony Procopio Address/Phone/Email 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570)339-3374 tony@cwbyrpi.com M., Quality Assurance Representative Joe Korzenjeckl Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joek@window-pros.info Category ("Gindows Subcategory Mullions i.ons Z, Compliance Method Certification Mark or Listing wA Certification Agency National Accreditation &Management Institute Validated By National Accreditation &Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https:/Ii%ww.floridabuilding.org/pr/pr�_app_dti.aspx?param==%vGE'v'XQwtDqv8JyqqZ9WtiElNIsgd27flidxkYuP4AEi4on3tDC4WRN'z%v`/`3d%a3d[2!l/20184:22:50PNII Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11479 R4 EDuiv EERNo2522 RevO FL11479 Mullions ss.pdf e� Product Approval Method Method 1 Option A r Date Submitted 01/06/2018 Date Validated 01/10/2018 Date Pending FBC Approval Date Approved 01/17/2018 f .., " rte r i Summary of Products f -FL# Model Number or Name Description 11479.1 TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION n � Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11479 R4 C CACNI00705 -R4.pf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70/-70 Installation Instructions Other: FL11479 R4 II RPLSOOS7 R vA SERIFS-5000:- MULLIONS RT - 000- Verified By: Robert J.Amoruso, P.E. FL PE No.49752 Created by Independent Third Party: Yes Evaluation Reports FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss. d{dff Created by Independent Third Party:Yes `11479:2 TECH 5000"''T IMPACT MULLION, TECH 5000 T"IMPACT'MULLION Limits of Use Certification Agency'Certificate' _ Approved for:use in HVHZ:Yes FL1.1479 R4 C CAC 'NIO07050-R3.pdf Approved for use""utside HVHZ:.Yes Quality Assurance Contract Expiration Date Impact.Resistant:Yes: 02/28/2021 " n;Pressure: +70/-70 FL114la i n Instructions ions Other 0058 RevA SERIES-5000-T- Verified By: Robert'J.Amoruso,,P.E.FL PE No.49752 Created by Independent Third Party: Yes � .� . •. Evaluation Reports FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss 12df 1 Created by.Independent Third Party:Yes W 0 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 ,._. The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement �t Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section ;1 455.275(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 i. a one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal i 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: P 9-1 - � eChec ' Credit Card Safe. https:/hvww.floridabuilding.org.Ipripr_.app_.dtl.aspx?p:iram=wOEV\QwtDgv3Jyq(IZ.9WtiEllvlsgd27flidxkYuP4AF..i4on,tDC4WRNzw%i3d%.id12/1/2018 4:22:50 PM] Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 1 of 2 Product Manufacturer Product Name, Model and/or Description Regency Plus Incorporated Series Tech 5000 Impact Mullion 2000 Locust Gap Highway Series Tech 5000 T Impact Mullion Mount Carmel, PA 17851 Florida Product Approval No.: FL11479 Code: Current Edition of the Florida Building Code Compliance Method: Product Approval Rule 61G20-3.005(1)(a)—Certification Mark or Listing Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.: • Series Tech 5000 Impact Mullion o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York,PA signed and sealed by Robert H.Zeiders,P.E. ■ NCTL-110-10616-1,AAMA/WDMA/CSA 101/l.S.2/A440-05 • NCTL-110-10616-2,TAS 201-94,TAS 202-94 AND TAS 203-94 ■ NCTL-110-10616-3,ASTM E1886-05&ASTM E1996-04 o PTC Product Design Group Drawing No.RPLS0057, Rev.A,dated 1/4/18,signed and sealed by Roberti. Amoruso,P.E.,FL License Number 49752 • Series Tech 5000 Impact T Mullion o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA signed and sealed by Robert H.Zeiders, P.E. ■ NCTL-110-10617-1,ASTM E1886-05&ASTM E1996-04 ■ NCTL-110-10617-2,AAMA 450-00 ■ NCTL-110-10617-3,TAS 201-94,TAS 202-94 AND TAS 203-94 o PTC Product Design Group Drawing No.RPLS0058, Rev.A,dated 1/4/18,signed and sealed by Roberti. Amoruso, P.E.,FL License Number 49752 Engineering Analysis £t Evaluation: • Anchorage engineering in accordance with the current edition of the Florida Building Code for Series Tech 5000 Impact Mullion and Tech 5000 Impact T Mullion signed and sealed by Robert J.Amoruso, P.E.,FL License Number 49752. Performance Testing: • Performance Standards used in testing,NON-HVHZ locations: o AAMA 450-00 o AAMA/WDMA/CSA 101/I.S.2/A440-05 o ASTM E1886-05 o ASTM E1996-04 • Performance Standards used in testing,HVHZ and Non-HVHZ locations: o TAS 201-1994 o TAS 202-1994 o TAS 203-1994 Limitations & Conditions of Use: • This product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ). • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). PTC Product Design Group, LLC I PO Box 520775 ( Longwood, FL 32752-0775 r/L. 321-690-1788 1 FBPE Certification of Authorization No. 25935 f Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 2 of 2 o Overall dimensions and material/grade of main product components,accessories,etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchortype(s),size(s),substrate(s),embedment,edge distance,and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or .registered architect acting as the design professional of record for the project of installation. Certificate of Independence per Product Approval Rule 61G20-3.009 PTC Product Design Group, LLC and Robert J.Amoruso,P.E. does not have, nor will acquire,any financial interest in the company manufacturing or distributing product(s)covered by this Product Evaluation Report. PTC Product Design Group,LLC and Robert J.Amoruso, P.E. do not have,nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s)covered by this Product Evaluation Report. Evaluated By: Robert J.Amoruso, P.E. FL P.E.License Number 49752 PTC Product Design Group, LLC PO Box 520775 1 Longwood, FL 32752-0775 r/S. 321-690-1788 1 FBPE Certification of Authorization No. 25935 REGENCY PLUS INC. SERIES TECH 5000 IMPACT MULLION SYSTEM 0 INSTALLATI®N MULLION ANCHORAGE DETAILS H NOTES: 0 % 1.THE PRODUCT SHOWN HAS BEEN TESTED,EVALUATED AND DESIGNED TO COMPLY WITH 53"MAX. w REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING FRAME WIDTH IL THE HIGH VELOCITY HURRICANE ZONE(HVHZ). < DETAIL A 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED < AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA. 2.1. NCTL-110-10616-1,AAMAlWDMA/CSA 101/I.S.2/A440 m a 2.2. NCTL-110-10616-2,TAS 201,TAS 202 AND TAS 203 8LL 2.3. NCTL-110-10616-3,ASTM E1886&ASTM E1996 /i / a o 3.WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 6 1/2"MAX.J TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE �� K RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. > o 1 4.INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF n z WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 77 z 5.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE vS=¢G w m z LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFETY REQUIREMENTS REST MAX. a SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR UNIT �j �/ a 0 w f O � s CONTRACTOR.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS HEIGHT C C z�¢o PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HIGH VELOCITY HURRICANE U a U m I a ZONE. w�h xO 8"MAX.O.C. 0 o u� 6.DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY S Fes ` TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE PRODUCT APPROVAL. N wW y r 7.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. �w SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, V) INC.AND MUST BE MADE OF VINYL PVC.FIXED WINDOW SHOWN;OTHER WINDOW TYPES �j P"g` APPROVED. 5 g 8.DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN T t PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 9.TWIN CONFIGURATION SHOWN,UNITS MAY BE MULLED TOGETHER INDEFINITELY IF THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED,AND MULLION IS INSTALLATION ANCHOR- DETAIL B ANCHORED AS SHOWN IN THIS INSTALLATION DRAWING. 8 EACH (TYP.) 10. MULLION VERTICAL INSTALLATION SHOWN.MULLION MAYBE USED IN HORIZONTAL APPLICATIONS IF DIMENSIONS SHOWN ARE NOT EXCEEDED AND MULLION IS ANCHORED SI?RIPS'CF..CH X000 IMPACT MULLION ACCORDING TO THIS INSTALLATION INSTRUCTION. SEE NOTES 7&10 FOR APPROVED CONFIGURATIONS EXTERIOR ELEVATION (SEF.,INSTALLATION NOTE 3 ON SHEET 2) R"ben J.A",oe o.P.E. Florida P.E No.49752 PERFORMANCE RATING DESIGN TABLE OF CONTENTS MAXIMUM WINDOW MULLION ORIENTATION PRESSURE IMPACT RATING (SEE GENERAL NOTE 5) SHEET SHEET DESCRIPTION UNIT SIZE (PSF) 1 ELEVATION AND GENERAL NOTES 53'X 72' VERTICAL(SHOWN) LARGE MISSILE IMPACT;HVHZ 2 CROSS SECTIONS,BOM AND INSTALLATION DETAILS +)-70 WIND ZONE 4,MISSILE LEVEL D;NON-HVHZ 72"X 53" HORIZONTAL(NOTE 10) 3 COMPONENTS a n PARTS LIST NO. PART NUMBER DESCRIPTION CONCRETE/MASONRY BY OTHERS o a 1 A118-02PO78 4" ALUMINUM MULLION (SEE NOTE 5) 2-1/4"MIN. 0 G BY o -- ..._.._....................................... -— —. T o SHEAT 2 A116-02M078 MULLION CONNECTOR (CLIP) v a � —DISTANCE THERS IN EDGE WOOD FRAMING 3 MULLION CAP v c�' BY OTHERS U H o < v —a--�-- W N a' 5/8"MIN.EDGE p _ DISTANCErcc d z (i—#8 SMS SELF—TAPPING 3/16" ITW SCREW (SEE INSTALLATION TAPCON 1-1/2"MIN. #8 WOOD 1-3/8" EMB. SCREW MIN. co NOTE 3) EMB. �=4 y o 2 1X BUCK wa =a w �J 1 BY OTHERS a (OPTIONAL) t 2 zoo SECTION C-C Z¢ < 11 a FIXED WINDOW FRAME SHOWN DETAIL A DETAIL A vi=¢h(o io z FOR REFERENCE(SEE GENERAL WOOD FRAMING CONCRETEIMASONRYFRAMWG ¢a as o ssg NOTE 7 ON SHEET 1) TOP CLIP INSTALLATION TOP CLIP INSTALLATION }H W�Za 5 IS NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2) O co) c 2=)K o2 K 00U vim �S �� INSTALLATION NOTES: UZ 1 t N� 1.FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR(4)3/16"ITW 2 2 �N F" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2"MINIMUM ##8 WOOD v In ®°=a co EMBEDMENT INTO SUBSTRATE WITH 2-1/4"MINIMUM EDGE DISTANCE. SCREW 1-3/8"MIN. 084 1-1/2"MIN. � dR' LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS.USE CLIP'S DIAGONAL 3/16" 11 r EMB EMB. U , gaga HOLES TO INSTALL TAPCONS. TAPCON I & 2.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT(8)#8 WOOD ° ° - SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT a INTO SUBSTRATE.LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. a 3.FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM#8 SMS ° ° ° 2-1I4"MIN. 5/8"MIN.EDGE —WRAMOING BY SELF-TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EDGE DISTANCE OTHERS EMBEDMENT OF THREE THREADS PAST MULLION WALL.LOCATE SCREWS AS DISTANCE SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM. 3.1. SEE NOTE 4 FOR ADDITIONAL REQUIREMENTS. CONCRETE/MASONRY BY OTHERS SHEATHING BY(SEE NOTE 5) Robert J.AMS.-P.E. 4.FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED OTHERS Florin P•E.No.4B752 INSTALLATION INSTRUCTIONS. DETAIL 6 DETAIL B 4.1. IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWSWOOD FRAMING CONCRETEIMASONRY FRAMING TOP CLIP INSTALLATION TOP CLIP INSTALLATION GREATER IN DIAMETER/SIZE THAN#8 OR ANCHOR SPACING SMALLER (SEE NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2) THAN THAT SHOWN IN SHEET 1 ELEVATION,APPROVED INSTALLATION INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS. 5.FOR VERTICAL MULLION INSTALLATIONS,HEAD AND SILL SUBSTRATES WILL GENERALLY BE CONCRETE HEADER OR FOOTERS/PRE-CAST SILLS,ETC.FOR HORIZONTAL MULLION INSTALLATIONS,JAMB SUBSTRATES CAN BE EITHER CONCRETE OR MASONRY(CMU). Z � i r rn r CD rn O w Z -) rn O Q N -� �J i C o `v r r N D �. r Z Dot z o FLI c: z C f � � n n Tr_ l u) P N T._ - 1S\ W�A ?C� W OW < r C � r n :x o O o Z 2 � C7 vREGENCY PLUS,INC. PROJECT#417-0906 v 2000 LOCUST GAP HIGHWAY m MT.CARMEL,PA 17851 0 2 SERIES TECH 5000 IMPACT MULLION SYSTEM COMPONENTS ,s 9 PREPMc'D BY: OW.KN Bv: OA'E: RJA 114118 - ': N.T,S, RP' No:LS0057 A REVISED ISSUE 114118 R.IA Po oox noels - Rrorw.nlFlU.liFa FEy. SIIEEI F-A'tftso.n9 A 3 OF 3 REV DESCRIPTION DATE BY �i r�Li�-oL�