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HomeMy WebLinkAboutProduct Approval (5) e MERU JAN 13 2019 MIAMRDiADE _5r.Lucie county, Permitting NMM-DAD 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 OT CE OF ACCEPTANCE OA www.miamidade.eoy/economy . [Regency Plus,Inc. 2000 Locust Gap Highway Mt.Carmel,PA 17851 FE L'r%;0 SCOPE: ' 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 Oh 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 including the Hi Veloci Hurricane Zone. DESCRIPTION: Series"Tech 5505 Vinyl"Horizontal Rolling Window(XOX)—L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0078, titled"Series Tech 5505 Vinyl Horizontal Sliding (XOX) Window - L.M.P', sheets 1 through 9 of 9, dated 12/05/2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E., bearing the Miami-Dade County Product. Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. 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, model/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 beer• 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 consists of this page 1 and evidence pages E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Sifaug Zhao,P.E. WMIAMMaoe c0UNTY NOA No.19-0124.04 Expiration Date: July 03,2024 Approval Date: July 03,2019 Page 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX). Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, prepared by PTC Product Design Group,LLC,signed and sealed by Robert James 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 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl frame horizontal sliding windows, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-21458-1, dated 10/18/18, signed and sealed by Harold E. Rupp,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611, Edition (2017), dated 01/08/2019, prepared by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and.Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America,Inc.for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers",expiring on 07/08/24. 2. NOA No. 18-0122.02 issued to Energi Fenestration Solutions USA, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6th Edition (2017), and of no financial interest, dated 01/1.8/2019, issued by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E. G. OTHERS 000000 1. None. Sifang Zhao,P.E. Product Control Examiner NOA No.19-0124.04 Expiration Date: July 03,2024 Approval Date: July 03,2019 E-1 REGENCY PLUS, INC. SERIES TECH 5505 VINYL HORIZONTAL SLIDING (XOX) WINDOW LARGE MISSILE IMPACT RESISTANT NOTES: INSTALLATION ANCHORAGE DETAILS 3 g 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). a 2. 2X WOOD FRAMING,IX OR2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEMIASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. p 3. 1X BUCK OVER CONCRETEWASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. - m 0 0 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110.21458.1,DATED 10/18/18 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK PA,SIGNED AND SEALED BY HAROLD z j E.RUPP,FLORIDA P.E. 5. MATERIAL: 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER MIAMI-DADE NOA NO.18-0122.02 OR CURRENT NOA x $ 52. REINFORCEMENT: Q z 5.2.1. GALVANIZED STEEL BAR(0.72"X 0.355",Fy-3450 W&Fu=37.5-08.71x1)-ACTIVE STILES 8 5.2.2. GALVANIZED STEEL C-CHANNEL(0.73°X 0434'X 0.060'THICK,Fy=3060 kel&Fu=37.5-68.7 kal)-RAILS AND FIXED MEETING STILE. 0 0, 5.2.3. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.060"THICK Fy=30.50 k91&Fuc 37.5E8.7 W)-F00=D MEETING STILE 2= o h= 5.3. LAMINATE GLASS INTERLAYER TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER MIAMI-DADE NOA NO.17-1114.14 OR CURRENT NOA to Q Z & GLAZING: CL 0 w o p 6.1. GLAZING DETAIL AS TESTED: t tri)m K Z S.I.I. .OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. w U 6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. 00 U-t 6.1.3. LAMINATED LITE:(2)LITES OF 1B"NOMINAL ANNEALED GLASS SEPARATED BY 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. K o rZ 6.1.4. SPACER TYPESIZE:CARDINAL XL EDGE 7116°STAINLESS STEEL SPACER(TYPE SSA). o S 6.1.6. GlAZ1NG SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKA FLEX°657 BACKBEODINGWITH ASNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N 62. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER GASKET n g MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER V 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. �u uJ 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVH7 m S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116°OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". m 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 V2°MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1'MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE; Robertl Amoroso,P.E. HOWEVER MINIMUM REQUIREMENTS MUST BE MET. Flodda P.E.No,49752 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 10.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE 01111111T11j1 ANCHORS AS SHOWN IN ELEVATIONS QUIREMENTS MUST BE MET. 10.2. 414 PAN HEAD WOOD SCREWS(WS)WITH OSUFFICCIIENTOLENGTH TO AN DETAILS. CHIEVE IEVE AHOR �LOCATIONS MINIMUM EMBEDMENT INTO SUBSTRATE VE+I-I"TOLERANCE;HOWEVER MINIMUM 1'MIINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE �.` t �NMES4. p ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. O�t4,•..0 Elys4,9G�i EP 11. FOR ANCHORING IMEA O METAL STRUCTURE USE#14 PAN OR HEX HD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE No 49752 � DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1•TOLERANCE- 12. OLERANCE12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE CORROSION RESISTANT COATING TABLE OF CONTENTS S A E OF .k7 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WATH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS `SHEET DESCRIPTION �tC'cZ O p L O ANCHORS SHALL NOT 13.1 WOOD MIINIMUM SPECK IC GRAVITY OF(6)00 42(NON-HVHZ)AND 0.65(HVHZ) THE MINIMUM STRENGTH SPECIFIED BELOW. 1 NOTES ���� ONA 132. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 2 ELEVATION&ANCHOR LOCATION 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM 690,MEDIUM WEIGHT WITH DENSITY>117 PCF 13.4. METAL STRUCTURE,MINIMUM:STEEL 18GA(0.0428',Fy=33KSI/Fu=45 KSI OR ALUMINUM 6053.75 0.048"THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS Appmtyas complyin8yhy the 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. q VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES FlorldJBIP ' CddO 14. APPROVED CONFIGURATIONS:XOXOXANDXO.OXANDXOINSTALLATIONMUSTMEETTHEFOLLOWINGPARAMETERS. NO9 w1 � 14.1. FRAME HEIGHT W ILL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE W ILL NOT EXCEED THAT OF THE XOX. 5 HORIZONTAL INSTALLATION DETAILS ".x Cooaol PTC Product oeg9n Group,CLC FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. 6 CONSTRUCTION DETAILS PO Boz 620775 142. DAYLIGHT OPENING(DLO)WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. _��- Longwood,FL 32752-0776 14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX. 7&8 BILL OF MATERIALS 321.690.1788 Int9pweory.e0n 14.4. WEEP HOLE QUANTITY,LOCATION AND SPACING WILLMEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED FSPE Cedtf mo of Auumrtratbn DUE TO THE LOWER FRAME WIDTH. 9 COMPONENTS No.26935 28 4,m MAX. 32"MAX. DLO WIDTH a IL ACTIVE 41"MAX.DLO If PANEL WIDTH e B WIDTH 3 4 a z DESIGN PRESSURE RATING(PSF) IMPACT RATING � LARGE MISSILE a J 5 / / $co +55.0%55.0 IMPACT qF- Do �X(= XX�t_ 5 Q 0 a 0 = NOTES: C 1. MAXIMUM ACTNE PANEL SIZE:32"X 5&7/8" Nm W W LUW 2. DAYLIGHT OPENING(DLO)SIZE: 3 m I CD F--x 5 X/ n 0 x 5 m 0 2.1. ACTIVE.:28-3W X 5&518" S ( o Ln U F 'n F to-A 2.2. FIXED:41"X 57-1/2" z a a a / 5 O 5 / 0 LL 3. WEEP HOLE SIZE AND LOCATIONS '$ / 3.1. INTERIOR SILL INSERT Z 3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH L<O S NOTCH ¢ 2!¢ 3.1.2. LOCATION:EACH END AND Lj= a Ov 31.5-)FROM EACH END OF THE ?L7 r`y-J g to INTERIOR SILL INSERT UFT $a A 3.2. EXTERIOR SILL TRACK a 3.2.1. 0,75"WIDE BY 0.25"HIGH NOTCH ° O w v 3 4 3.2. 2. LOCATION:EACH END OF THE v r~iJ EXTERIOR SILL TRACK Z u¢=z 111"MAX.FRAME WIDTH W 2 U 3.3. INTERIOR SILL TRACK w O F c�Z SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1. SIZE:0.375"DIAMETER W.2 5 0 EXTERIOR VIEW 3.3.2. LOCATION:16.5"AND 32.5"FROM $ a g EACH END AND MIDSPAN OF THE 11"MAX. 5-1/2"MAX.TYP. INTERIOR SILL TRACK W 10"MAX• 3.4. EXTERIOR SILL TRACK 9"MAX.TYP, --� 10"MAX. 3.4.1. SIZE:1"WIDE BY 0.25"HIGH w 3.4.2. LOCATION:EACH END OF THE EXTERIOR SILL TRACK N 7� 3.5. EXTERIOR SILL FACE r 3.5.1. SIZE:1.25"WIDE BY 0.25"HIGH WITH G PLASTIC WEEP COVER Robert J.Amoroso,P.E. 3.5.2. LOCATION:3"FROM EACH END OF Florida P.E.No.49752 THE EXTERIOR SILL FACE �gAMES 13"MAX.TYP. 4, SEE GLAZING DETAIL SHEET 4 OF 9. ���'DAMES q Ni�4 0�;;v�GEIVs�.OgGii No 49752 :�O ST TE F O R 1'D*-"' ONALEa��� rrrrreeene��� 3"MAX.TYP. —►+ f�— 4"MAX.TYP. NOTES: AApxm acomptyia wllhft 1. HEAD AND SILL ANCHORAGE THE SAME. 9"MAX.NP, g"MAX.TYP, 2. +1-PTOLERANCEONANCHOR LOCATION. NOAYi p� 2.1. TAPCON MINIMUM SPACING IS 4"OC. py� hcl PTC Product Design Group,LLC 9"MAX.TYP. z.z WOOD AND TAPPING SCREW MINIMUM PO Box 62M6 SPACING IS 2"OC. gy_�_ Longwood,FL 32762-=6 SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW FRPE a779e Int o®utl1wrrp.com FBPE C"N9®la ofAWrorlretlon EXTERIOR VIEW-ANCHORAGE I I No.26935 PROPERLY SECURED 1X 13 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED 1X WOOD BUCK WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR gY OTHERS (SEE NOTE 2, SHT. 1) w (SEE NOTE 3, SHT. 1) 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. o S WOOD BUCK PROTECTION EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD BY OTHERS (SEE NOTE BY OTHERS 3, SHEET 1) : vd'•�:b 'c . v SHEATHING (SEE NOTE 2, SHT. 1) CONCRETE BY OTHERS r (SEE NOTE 2, SHT. 1) 5,. o 'v v A 1 1/2" MIN. BY OTHERS w v EMBEDMENT iz EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT Ig 1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT a r r SHIM SPACE s + EXTERIOR FINISH---/ BY OTHERS 21 f>Y* SHIM SPACE PERIMETER CAULK Q� BY OTHERS 32 PERIMETER CAULK �� Y1—r BY OTHERS QO , �7 0 11U(, B 32 C3 a O 19 4 1 9 9 F O J 2 18 15 19 4 ?—c Q } 1 2 16 16 V=m=z 1 zNO ..$ VERTICAL SECTION 3¢a g SIs CONCRETESUBSTRATE INTERIOR WINDOW !PRIOR aPERABLaPax�SHOWN, JL{1EB14@ g B VERTICAL SECTTON HEIGHT PDIFDS04MAR WOOD SUBSTRATE WINDOW 2 oz OPERABLE PANEL SHOWN, HEIGHT Vr 0 U FDD9 SMffLAR uJ c H: 0 o�oK 16 16 27 4 ANCHOR-TO-SUBSTRATE 16 15 27 4 ou N 1 1 8 EDGE DISTANCES ARE 1p B 2 TYPICAL AND 2 19 21 MEASURED TO BOTH 1g 21 SIDES OF SUBSTRATE 7 y 1 a 32 B ' a 32 6 N E 22 22 PERIMETER CAULK Robed J.Anu ,RE BY OTHERS FI 00hF6��62 SIS 24 Q� r—� 1/4" MAX. 24 �o 1/4' MAX. '0 .G N SM......4,'QUO SHIM SPACE SHIM SPACE Z:v sF•';9G PERIMETER CAULK �: No 49752 EXTERIOR FINISH moiv: —� BY OTHERS BY OTHERS ':tm PROPERLY SECURED 1X WOOD BUCK CONCRETE BY OTHERS 4 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) 1 STA OF •:� (SEE NOTE 2, SHT. 1) `;, e .a EMBEDMENT ( #14 WS: 1 1/2" MIN. EMBEDMENT WOOD BUCK PROTECTION is e ' o •a' EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENT BY OTHE S BY OTHERS (SEENOTE ) 1 1 /2" MIN. SHEATHING2X WOOD + ,o�,sS1�NAi��4,, EDGE DIST. BY OTHERS BY OTHERS PROPERLY SECURED 1X 1/4" ITW TAPCON 13 (SEE NOTE 2, SHT. 1) WOOD BUCK BY OTHERS INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST. (SEE NOTE 3, SHT. 1) #12 WS: 7/8" MIN. EDGE DIST. #12 OR #14 WOOD SCREW 12 Floaridn,11 5d'wfd�twilhWe VERTICAL SECTION INSTALLATION ANCHOR 131CONCRc OPERABLE TRATESHOW VERTICAL SECTION M1�RI, Product cmmd PlCP"°pa Boa 5DwiZu775 P'LLC OPERABLEPANELSHOWN, A WOOD SUBSTRATE L'gwocd,FL 32752W76 FDTEDSIlIIII.AR OPERABLE PANEL SHOWN, 321.690.1783 hdcawP mrp.mm FDtED SINELAR FBPE Certificate otAutharirabon No.25935 INSTALLATION NOTES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 3 //14 SHEET METAL 28 — 1.1. WOOD FRAMING, o SCREW/SELF—DRILLING SCREW 1.2. STEEL STUD FRAMING, 9 LR INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND m IA. CONCRETE AND/OR MASONRY. METAL SUBSTRATE p 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY U BY OTHERS (SEE NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETElMASONRYDPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF � EXTERIOR FINISH RECORD. K BY OTHERS 3/4" MIN. 3 THREADS MIN. 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED.INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X o. EDGE DIST.� EMBEDMENT BEYOND BUCK INTO CONCRETE!MASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS a (TYP.) INTERIOR WALL TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF 1/4" MAX. RECORD. SHIM SPACE 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1H8°OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4°. Lu m z5 b' o PERIMETER CAULK 21 5. FOR ANCHORING INTO CONCRETEIMASONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112'MINIMUM EMBEDMENT 9 Z y BY OTHERS QQp INTO CONCRETE WITH 1 112'MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2'MINIMUM EDGE DISTANCE.LOCATE =F a a e ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR 9 m 32 LOCATIONS HAVE+/-1'TOLERANCE. SC? 5 °a 8 I n B 6. FOR ANCHORING INTO WOOD FRAMING°R 2X BUCK USE ONE OF THE FOLLOWING: } 0 luJ 6.1. 612 PAN HEAD WOOD SCREWS MWS)WITH SUFFICIENT LENGTH TO ACHIEVE 1318-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718'MINIMUM < Z CD? 16 4 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1•TOLERANCE. 2U. N 2 16 16 6.2. 614 PAN HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO SUBSTRATE WITH l'MINIMUM w=Q u1 z I EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF VON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND d a - EsE 1 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+b 1•TOLERANCE. -j 7. FORANCHORING INTO METAL STRUCTURE USE 614 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO U N U INTERIOR ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR W V Q=ZO EXTERIOR VERTICAL SECTION SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1' U 0 U x F E TRIALSUBSIRA WINDOW TOLERANCE H 2 g OPERABLE PANEL SHOWN, HEIGHTo S Q FIXED SIMILAR 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N o H Ny 18. PERIMETER AND JOINT SEALANT I3Y OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. 27 U 16 4 18 ANCHOR—TO—SUBSTRATE 1 B 2 EDGE DISTANCES ARE u' 19 21 TYPICAL AND 7/8" OA LAMINATED GLASS y MEASURED TO BOTH CONSISTING OF: EXTERIOR LAMINATED 1 32 6 SIDES OF SUBSTRATE 15 GLASS — (2) NOMINAL 1/8" ANNEALED GLASS W/ 0.090" Robert J.Amoroso,P.E. 22 KURARAY AMERICA INC. TROSIFOL Fbddo P.E.No.48762 INTERLAYER, 7/16"AIRSPACE W/NLEER (TYPE 1/2" GLASS `p��selNpi SS!D),INTERIOR %8S STEEL C TEMPERED BITE ,��A- 3RMES qM•'��� Q° ��-1 OR GLASS EXTERIOR 16 O��4Q;•��GEfyS�.Di9Gi 24 u SHIM SPACE 15 zs 2B Q• No 49752 S� 18 2 PERIMETER CAULK q 39 —1 BY OTHERS ({ 17 INTERIOR\ O�. "% 3/4" MIN. 3 THREADS MIN. 1/2" r I �':;��O R I OP' ED( DIST. EMINTEROR WALL GLASS BITE 11NTERIOR \ 1 , OfVA� EXTERIOR FINISH 4 BY OTHERS METAL SUBSTRATE 1 BY OTHERS 27 #14 SHEET METAL. 16 27 (SEE NOTE 2, SHT. 1) SCREW/SELF—DRILLING SCREW Aypam�ascompCymgtytLhthc INSTALLATION ANCHOR 28 ` OridaAu d'"Gude VERTICAL SECTIONDM;amM '' ler<coavol GLAZINGDETAILI GLAZING DETAIL2 ND•4 94 PTC PmdudDWgn Croup,LLC AIETALSUBSIRA` f - PO Box 620776 OPERABLE PANEL SHOWN, FIXED LITE OPERABLE LITE eY Longwood,FL 92762.11776 FIXED SU IILAR FOPE CerN Info®Ptcuxp.mm FBPE CaMnle of Authorhatlon No.26836 1/4" MAX. SHIM SPACE— SHIM PACE SHIM AS 1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT — CONCRETE #14 WS: 1 1/2" MIN. EMBEDMENT SHIM SPACE 1" MIN. EMBEDMENT — MASONRY #12 WS: 1 3/8" MIN. EMBEDMENT 1 7 6 3 16 INTERIOR 16 3 8 7 1 13 1/4" [TW TAPCON INSTALLATION ANCHOR W 2X WOOD FRAME BY OTHERS 21 21 'o (SEE NOTE 2, SHT. 1) I—I Q• 1 1/2"" MIN. EDGE DISTANCE — CONC. i #12 OR #14 WOOD SCREW 1z 11q 8 8 p[� INSTALLATION ANCHOR ILJI lul y• a 2" MIN. EDGE DISTANCE — MASONRY I t5 15 � ��'4 ;.�CONCRETE OR MASONRY 14 WS: 1" MIN. EDGE DIST. V BY OTHERS #12 WS: 7/8" MIN. EDGE DIST. 21 21 d V (SEE NOTE 2, SHT. 1) .!� 32 32 o � a Q. .• ;Q PROPERLY SECURED 1X WOOD BUCK O 0 o BY OTHERS (SEE NOTE 3, SHT. 1) z ? a H PROPERLY SECURED 1X WOOD BUCK •;ti; O 6 5 O -'• •: �s BY OTHERS SEE NOTE 2, SHT. 1 r '' x rn ( ) .�';1.r�i WOOD BUCK PROTECTION BY d '+ +v •= OTHERS (SEE NOTE 3, SHEET 1) LOQ¢3 SHEATHING +%: ��• t' � Q c7�j BY OTHERS 10EXTERIOR 10B Z o EXTERIOR FINISH z t7p a ti co EXTERIOR FINISH ERIMETER CAULK PERIMETER CAULK BY OTHERS x<h 9'z F BY OTHERS BY OTHERS BY OTHERS m IL CL $s Z d J 0 8 HORIZONTAL SECTION m C WOOD FRAMESUBSLRATE ANCHOR—TO—SUBSTRATE HORIZONTAL SECTION z OZ (OPBRABLEPANELSHOWN• EDGE DISTANCES ARE " CONCRETE/MASONRY o FIXED PANEL SIMU.AR FOR OX) TYPICAL AND +ITE MEASURED TO BOTH ((OPERABLE PANEL SHOWN, o Sp SIDES OF SUBSTRATE FIXED PANE.SMILARFOR OX) N �� 1/4" MAX. SHIM SPACE �s SHIM AS Lu — SHIM INTERIOR co 163 8 28 #14 SHEET METAL 11 9 2 14 16 4 15 g 7 1 SCREW/SELF—DRILLING SCREW 21 INSTALLATION ANCHOR EE 6 Robert J.Nnaroso,RE p 3/4" MIN. Florida RE No.49752 EDGE DIST. (TYP.) 23 z1 .` Q�',p EN A,O g'� 15 n 3z 0�4'�.�'`O SFS'9Gdt 21 T�I 3 THREADS MIN. 17 No 49752 •O llrr�� EMBEDMENT BEYOND INTERIOR WALL q 32 METAL SUBSTRATE BY OTHERS Q z b l�•* o (SEE NOTE 2, SHT. 1) 28 TATE OF 6 a ;r.7` rky 3 :yt 32 ©�tCS�•�O R l d NA�E���p OB \—EXTERIOR ill 15 18 16 25 10 PERIMETER CAULK BY OTHERS FINISH EXTERIOR BY OTHERS F HORIZONTAL SECTION Approvckas coTy;yibo With the Fdmldo Bnri..i:y ii„••cdo HORIZONTAL SECTION De1C L - NMi9olt- e a Fnbduct Contrd PTC P O�52�Ckoup.LLC M6fAL SUBSTRATE (OPERABLE PANEL SHOWN, Longwood,FL 327524"5 I=PANELMMILARFORO 321.990.1788 tendfofpto-cozail, FBPE Ce+ti6eate of Authodza8an No.26936 qin�� a 18�T 18 a W � a aa 1 � 3.5 1 00.198VO0.626 a m g 0.075 �( a 1 g o W ®1 U a 8 il 3.5' 5/8" x 0.075' Wash Phillipa Pan 3 1 WasherZ U Q y Qty. = 2 per Connection qty- 2 per Connection 13 =11 a ti ,� d Q m ¢ D�C� �aa�o ��awz I a C¢7 Fj uj bi FIXED MEETING RAIL TO FRAME DETAIL 0U) W C) W U V z WELDED MITERED 99 zo~2Z o o CORNER CONSTRUCTION U1; j U 1 � m W R W N ' F Robert J.Amomeo,P.E. ��� 1 ��•••.,�,,j�AMES��i°1i O OQQ;•��C E N'aF O° No 49752 %0 STATE OF NAL Aptttaved as camptyirtgvr4h the Flcrida4ri Crile Dtrta �N NOAf. tvfiemt' ode -uci Comml "C Product Ceelgn Group.LLC CORNER D ETA I L BLongwood,Y� PG d,F 520775 FL 37762.0776 321.990.1766 Info®pto<wrp.mm FBPE Cera&ate ofAulhodzatlon N,25935 Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material Rem No. Description Part Numbers Supplier Material(Notes) a 1 Master Frame(W&H) N White 1060/7720 Energi/Royal White PVC 2) 2 Sash Frame(Operating Sash)/Vents (W&H) N White 1282/7750 Energi/Royal White PVC(2 3 Glazing Littrail Handle(Operating Sash)/Vents(H) N White 1068/7747 Energi/Royal White PVC(2) 4 Glazing Bead Stop(Operating Sash)/Vents(H) N White 1067/7745 Energi/Royal White PVC(2) w 5 Pocket Cover Heights/Vents(H) N White 1073/7739 Energi/Royal White PVC(2) 6 j Pocket Cover Heights/Vents(VII) N White 1073/7724 Energi/Royal White PVC(2) 6 Pocket Cover Heights!(VII) N White 1 073 17724 Energi/Royal White PVC 2) 7 Sash Cover(Operating Sash)/Vents(H) N White 1078/7725 Energi/Royal White PVC(2) 8 Operating Sash Reinforcement ST226-144-0.052 Hygrade Metals .060"GaIv.(1) 8 Impost Mullion(H)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galy.(1) 9 Interlock Cover(Operating Sash)/Vents(H) N White 1180/7727 Energi/Royal S S LL 10A Double Leg Frame New White 06515NEW192 Shapes Unlimited Aluminum a 10B I Single Leg Frame New White 06516NEWI92 Shapes Unlimited Aluminum o o 11 Safe Seal Lock 3220SS-003-EW Vision Industries r Safe Seal Keeper 8292A-003-EW Vision Industries a z 12 #12 or#14 Wood Screw(WS)(Installation Screw) n/a Na Steel ? °y a a 13 1/4"Advanced Threadform Tapcon(Installation Screw) Na r1w Steel a a i .z 14 OperatingSash-Lock Side(H)Reinforcement 615242-120-Solid Joseph Fazao Steel Solid Bar Galy.(1) a 0 w o 15 7/8"OA.Insulating Glass(See Glazing Detail on Sheet 4) Hurricane Laminate Impact Cardinal r~ z��00 16 Wet Glaze(OperatiSash)/(Fixed Center Section 552 Sikaflex Black Sika US o Lu o V J 17A PW Glazing Bead(Fixed Center Section)(H) N White 1080/7753 Energi/Royal o 5 m 17B PW Glazing Bead(Fixed Center Section) N White 1103/7726 Energi/Royal N o 18 Impost Mullion(Fixed Center Section)(H) N White 1063/7735 Energi/Royal = 19 Sash Stop Frame Cover/Vents(IN) N White 1070/7736 Energi 1 Royal 12 20 Pocket insert/Center Section PW N White 1079/7737 Energi 1 Royal W .210 x.300 Fin Seal Pocket Cover(VV)/1073/7724 W23303NW0000 Ultra-Fab .210 x.300 Fin Seal Pocket Cover H /1073 17724 W23303NW0000 Ultra-Fab .210 x.300 Fin Seal Impost Mullion H /1063/7735 W23303NW0000 Ultra-Fab RobertI Amoroso,RE .187 x.300 Fin Seal Interlock Cover H /1180/7727 VV23301 NW0000 Ultra-Fab 011 P.E.N6.a9752 21 .187 x.300 Fin Seal Interlock Cover(Top/Blocks)/1160/7727 W23301 NW0000 Ultra-Fab ���•`�3NMES� q 4, .187 x.300 Fin Seal Sash Frame(H)11282/7750/Energi VV23301 NW0000 Ultra-Fab O��iQ;•��GENSF OqG.� .187 x.300 Fin Seal Sash Frame /1 282 17750/Exterior Top W23301 NW0000 Ultra-Fab No 48752 `:fo 1.210 x.220 Fin Seal Sash Frame(W)/1282/7750/Exterior Base W23223NW0000 Ultra-Fab WSTATO�F 1.270 x.220 Fin Seal Sash Frame(H)/Single L Screen Frame W112257W0000 Ultra-Fab Appnwnlavc6mp1g62g,> me. Glolido Dr dtn ��bbddab Dec NOA;: PTC Product Deslgn Group,LLC bd.P[adVCt Qoetral PO Box 52ms By 1 -690,,788,FL 31752-077s 321-690,4788 FBPE Cedf9cate olAuNodzetlon No.25935 Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material(Continued) Item No. Description Part Numbers Supplier Material(Notes) a 22 Stainless Steel Ball Bearing Rollers WR03-113 Product Design 23 Hurricane Tilt Latch 1057A-003-EW Vision Industries Steel-Zinc Coated(3) 25 Impost Mullion(H)Reinforcement ST-888-168-0.062 Hygrade Metals .060"Galy.(1) 26 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) Na Cardinal Stainless Steel W Glass Setting Blocks Sash(VV)Top/Sash H) 2NB-8K-0.125-032-064 Frank Lowe Neoprene W70 to 90 Shore A Durometer a 27 Glass Selling Blocks Fixed(VV)Base 2NB-8K-0.125-032-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer Glass Setting Blocks Sash(V1)Base 2NB-8K-0.125-028-028 Frank Lowe Neoprene w170 to 90 Shore A Durometer 28 #14 Sheet Metal or Self-Drilling Screw Installation Screw) n/a n/a Steel 29 #6 x 1 1/4"Tek White/Impost Mullion Rebar H)(Item No.8 Reinforcement) 156180 GLF Corporation 30 #8 x 31/2"Phil Pan HD SMS Salt Spray/Impost Mullion(H)(2 per Connection) 120913 GLF Corporation 31 5/8"OD x 0.194 ID X 0.075"THK Washer/Impost Mullion H 2 per Connection) 145030 GLF Corporation _ 32 1#6 x 518"Tek/Impost Mullion Rebar(H)(Rem No.25 Reinforcement) 117595 GLF Corporation ?4 m 33 #6 x 5/8"Tek/Sash Rebar(H)(Rem No.14 Reinforcement) 117595 GLF Corporation o 34 #6 x 5/8"Tek/Sash Rebar(W)(Rem No.8 Reinforcement) 117595 GLF Corporation ¢ X 35 #5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation a 36 #8-18 x 0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 137341 GLF Corporation `'=:120 37 #8 x 1 1/4"Tek White/Locks 120376 GLF Corporation 3 ii z 38 #6 x 1"Tek White/Keepers 116821 GLF Corporation a w Qg Ut]$a 00 39 Black Glazing Tape 1/8 x318 x 85'(Fixed Center Section) VEN VG-12086 Industrial Sales z Z)� o 0 Misc.Screen Components-Not Shown in Drawing 0UJI o _j SCN Screen Clip Clear H-884 Product Design g M 5 m SCN Screen Clip Clear H-3150 Product Design N I SCN Tension Springs 2584 Adept SCN Fiberglass Screen Cloth Charcoal/28"x 600' 3002606 Phifer Fiberglass t!' SCN Screen Spline H/ EX-FLX-0165-BK Imperial Plastic USA SCN lAluminum Comer Keys ICK252X260 I Hygrade Metals Iy Misc.Components-Not Shown in Drawing MISC Weep Hole Cover White H-808WHZ Product Design Robert J.Arrroruso,P.E. MISC Interlock Cover(Operating Sash)/Vents H HH-66 Vinyl Cement RH Products FtgddeP.EN".4e7sz MISC Liftrail End Caps White 00156-0001 S.I.L.Plastic ��.�`��JAMES q�'i�i MISC Stainless Steel Staples 3/8 x 112 Sash(UV) BEA 80/10 Smith Staple •`�`�e.•�(�ENSF MISC 30PP12-18P50-9/16X1 318 X 3 Foam Block W0511022 Lindenmeyr Q°�• No as7s�—=`n MISC Hurricane Grade Spring CS025 James Spring Wire *e (�`/ t�E MISC AccessoryParts Installation Translucent 02-MX0150010C2 Novagard Silicones 9'•. STATE of ' -Width;(H)-Height;Defines Component Location ��'•.� P:J Notes: (1)Hygrade Metals Specification:AISI 1005 to 1010,CS TypeA and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized (2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER MD NOA.NO.18-0122.02 3 HURRICANE TILT LATCH BY VISION MD.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. Athe Ptarid"Bu de Dato q xo Mlmll'D ct Control PTC Product Design Group,LLC PO B 528775 BY� at Longwood,FL 37152-8775 321890-1788 Info@ptotorp.00m FBPE CerBgwte of Authoent on No.26935 Qi MASTER FRAME O SASH FRAME GLAZING STOP-OPERABLE LITE WHITE RIGID PVC WHITE RIGID PVC @ GLAZING STOP W/HANDLE WHITE RIGID PVC 0.070"THK WHITE RIGID PVC O 0.055"THK. 0.070"THK. 0.055"THK 0.312 $ 4.17 1.656 n�J j�j-T D 8 p�J 0.8712b n LUlu4r�l 1.00 L 115 y i- 1.071 0.366 LUa u 1.530 2.73 O SASH COVER GLAZING STOP-FIXED LITE 19 SASH STOP/FRAME COVER a o Q❑ 1 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC R �0�� 0.085"THK 0.060"THK 0.070"THK 0.050"THK 0.298 1- 1 _ -L 0.313 0.52_04a 0.552 0.538 0.552 m �-3.250---I 1.350 'I � �-^ � g a m 1.031 1.031 �-1.638-- 2 e Q POCKET COVER @POCKET COVER z0 POCKET INSERT (EXT. Tz3 TILT LATCH RIGID PK) (WT.TRACK) O FIXED PANEL s__ y F WHITE �n 0.070"THK. WHITE RIGID PVC WHITE RIGID PVC 0.697 STEEL-ZINC COATED °' a `L ° z 0.070"THK 0.070"THK. 0.176 0.323^ y Fm w�°o vr 0.345^ 0.205" w ¢=O 0.825 W v 0.85 0.850 0.377 0.709" g 5 �I -1.0857�I 1.133 0.377" T _ 1 1.857 9 1.906" 2.260" F 5.622" - w O INTERLOCK COVER @ REINFORCEMENT o.sss" :�Ai ❑ N WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL0 0.603" 1.067" 0 _ 0.075"THK GALV.STEEL TUBE 0.050"THICK 1.012" 0.709" R"6ert J.Amarum,?.E Fy=30-50 KSI 0.434 rWda P.E No.49752 0.91_b Fu=37.5-68.7 KSI 0.157" ,x..01 SPMES.4. A& 0.730 0.544^ �`o�Wa;•��CENg�D,QG�i, No 49752 :O 1a REINFORCEMENT 25 REINFORCEMENT tfi FIXED MEETING RAIL o -NATE OFA•.��/ ACTIVE STILES o®SCREEN FRAME t o SCREEN FRAME ,RFs.t p R 10,- FIXED MEETING RAIL (IlNPOST MULLION) ALUMINUM ALUMINUM °°i°SOON...... GALV.STEEL BAR GALV.STEEL TUBE WHITE RIGID PVC °rmrrnn�� Fy=30-50 KSI 0.040"THK. 0.040"THK Fu=37.5-68.7 KSI 0.060"THICK 0.066"THK Fy=30-50 KSI ❑ �- 0.410 I 0.410 Approved ppr ve r c`urc aq with rho =37.5-68.7 KSI 2.211 O •a w 0.72 0.730 1.463 ikGtluct Coatcd 1.463 775 PTC Product Design Grtap,LLC PO Box 629776 0.355 3Z_69(,_1788 2taee i o®Wc-co%�4om 0.935 FBPE Cer0cate of Au9rorinfia 2.060 No.25935