Loading...
HomeMy WebLinkAboutNOA, window product M IAM 1-D1ADE NIIANII-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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/eeonomv ERegency Plus,Inc. cust Gap Highway rmel PA 17851 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(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,including the High Velocity Hurricane Zone. DESCRIPTION: Series G°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.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., 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. MISSE E 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 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 1is 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. MIAMI•DADE COUNTY 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 61 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® Ultfaclear, 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-6o' Edition (2017), and of''no financial interest, dated 01/18/2019, issued by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso,P.E. G. OTHERS 1. None. II j Sifang Zhao,P1. Product Control Examiner NOA No.19-0124.04 Expiration Date: July 03,2624 Approval Date: July 03,2019 E-1 REGENCY PLUS, INC. SERIES TECH 5505 VINYL HORIZONTAL SLIDING (XOX) WINDOW a LARGE MISSILE IMPACT RESISTANT NOTES: INSTALLATION ANCHORAGE DETAILS 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,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETFJMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS -----THE RESPONSIBILITY OF-THE ARCHITECT OR ENGINEER OF RECORD. _ 3. 1X BUCK OVER CONCRETFJMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WALL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE7MASONRY 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 $j MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. c 3 m o 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 10118118 BY NATIONAL CERT7FlED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD o J O E.RUPP,FLORIDA P.E. _ ? a S. MATERIAL: Sz 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER MIAMI-DADE NOA NO.18-0122-02 OR CURRENT NOA 3 6 62. REINFORCEMENT. Q z 52.1. GALVANIZED STEEL BAR(0.72'X 0.355.Fy=30.50 ksl&Fu=37.S-68.7 kst)-ACTIVE STILES 5.2-2. GALVANIZED STEEL C-CHANNEL(0.73-X 0.434'X 0.060'THICK,Fy=30-60 ksl&Fu=37.5-68.7 ks)-RAILS AND FIXED MEETING STILE. 2 m j Vj 5.23. GALVANIZED STEEL TUBE(0.936'X 0.73"X 0.080"THICK Fy-3050 ksl&Fu-37.5-68.7 ks)-FIXED MEETING STILE c)r w r ) 5.1 LAMINATE GLASS INTER AYER:TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.PER MIAMI-DADE NOA NO.17-1114.14 OR CURRENT NOA rFw�s 6. GLAZING: d t j�y0 p 6.1. GLAZING DETAILAS TESTED: V y n 9 Z 6.1.1. OVERALL*71V NOMINAL INSULATING LAMINATED GLASS. w U¢_ 6.12. GLASS THICKNESS:(1)LITE OF 1/8'NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR L7 p p-j 6.1.3. LAMINATED LITE:(2)LITES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. �c rz 6.1A. SPACER TYPE/SIZE CARDINAL XL EDGE 7/16'STAINLESS STEEL SPACER(TYPE SS-D). 0 5 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2KEAF DUAL DUROMETER AND SIKA FLEX'552"BACKBEDDING WITH A SNAP-IN(2KEAF DUAL DUROMEfER RIGID VINYL GLAZING BEAD. N o 6.2. 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 G`ri MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER 1 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCTAPPROVAL DOCUMENT. �u 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. w w 8. 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'. !o 9. FOR ANCHORING INTO CONCRETEMASONRY USE 1/4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 IX MINIMUM EDGE DISTANCE AND 1-MINIMUM EMBEDMENT INTO MASONRY WITH Z"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.Arooruw,P.E. HOWEVER MINIMUM REQUIREMENTS MUST BE MET. Florida P.E.No.49762 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 10.1. S12 PAN HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 31W MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ,,���,pllELs��,' ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I.V TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. �� �I 102. 014 PAW HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1-MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ��t��`�•,�GENS�or",ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. 0��•�, 11. FOR ANCHORING INTO METAL STRUCTURE USE 014 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4'MINIMUM EDGE No 49752 •:�O DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+F 1'TOLERANCE 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING S A E OF TABLE OF CONTENTS CTIONS 13. LCE AND ANCIinO SON SHALL NOT SHALLCHORS SED BE NN SUBSTRATES STALLED IN WITHS�TRENGhIS�LESS OTHAN THE MANUFACTURERS NIMUMSBTRENGTHnSPECIFlEDON UBELOW. 'SHEET DESCRIPTION 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 1 NOTES 132. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 2 ELEVATION&ANCHOR LOCATION 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 13.4. METAL STRUCTURE,MINIMUM:STEEL ISGA(0.0428*),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-TB DAW THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS Appmvedim mcoplginiI,%ith tha 13A.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 4 VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES FloridaB*din Code D OI !14. APPROVED CONFIGURATIONS:XOX OX AND XO.OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. 9� 14.1. FRAME HEIGHT WALL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX 5 HORIZONTAL INSTALLATION DETAILS NO ato O ul WHO � �Coo PrC Product Design Group,LLC FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. 6 CONSTRUCTION DETAILS PO Box 620775 14.2. DAYLIGHT OPENING(DLO)WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. �_��- Lmgwuod,FL 82752-077s 14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX 7&8 BILL OF MATERIALS 121-690-1788 bdo®plomrp.cam 14A. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED 9 COMPONENTS o.FBPE r,n No. of Auewriratbn - -DUETOTHE LOWER FRAME WIDTH. ------- - - -----, -- __ _- _ 28 t"'MAX. 32"MAX. DLO WIDTH a ACTIVE 41"MAX.DLO ca PANEL WIDTH WIDTH 3 4 W € DESIGN PRESSURE RATING(PSF) IMPACT RATING LARGE MISSILE a. +55.0/-55.0 IMPACT -----LU H a 5 / ¢C7 / 5 = NOTES: - — 1. MAXIMUM ACTIVE PANEL SIZE:37 X 59-718" W W C W W 2. DAYLIGHT OPENING(DLO)SIZE: 3 o a = 5 X/ Q n 0 X 5 m 0 tip 2.1. ACTIVE.:28 3/4"X 56 5/8" D a LL N t) /� F �� F In...I 2.2. FD(ED:41"X 57-1/2" z a ¢ O / 0 3. WEEP HOLE SIZE AND LOCATIONS X 5 5 LL 3.1. INTERIOR SILL INSERT rn ' 3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH } F I NOTCH ¢ z¢ Jy 3.1.2. LOCATION:EACH END AND �j=m o p 31.5-)FROM EACH END OF THE ?c7 j K F INTERIOR SILL INSERT ai=¢a 0 z A A 3.2. EXTERIOR SILL TRACK _j°d 32.1. 0.75"WIDE BY 025"HIGH NOTCH CI W 3 4 3.2.2. LOCATION:EACH END OF THE t}i CO)0: 0 111"MAX.FRAME WIDTH EXTERIOR SILLTRACK 0 v U 7- 3.3. INTERIOR SILL TRACK wOJ Z SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1. SIZE:0.375"DIAMETER -1 5 I RIOR 3.3.2. LOCATION:16.5"AND 32.5"FROM NEACH END AND MIDSPAN OF THEggt11"MAX. 5-1/2"MAX.TYP. INTERIOR SILL TRACK = 9 10"MAX. 3.4. EXTERIOR SILL TRACK C.) 9"MAX.TYP. 10"MAX. 3.4.1. SIZE:I"WIDE BY 0.25"HIGH w 3.4.2. LOCATION:EACH END OF THE EXTERIOR SILL TRACK w T 3.5. EXTERIOR SILL FACE N r 3.5.1. SIZE:1.25"WIDE BY 025"HIGH WITH PLASTIC WEEP COVER Robert J.Amoroso,P.E 3.5.2. LOCATION:3"FROM EACH END OF Florida RE No,49752 THE EXTERIOR SILL FACE/ ♦��Uu4y�"13"MAX.TYP. 4. SEE GLAZING DETAIL SHEET 4 OF 9. ��� �PMES,q ��' O� N0 49752 x x .* / 0 / X fill gill 3"MAX.TYP. —4"MAX.TYP. NOTES:1. HEAD AND SILL ANCHORAGE THE SAMEto%-=' O2. +/-1"TOLERANCE ON ANCHOR LOCATION.6"MAX.TYP. PTC Pmdua Design Getup,LLc 2.1. TAPCON MINIMUM SPACING IS4"OC. ct Control 9"MAX.TYP. 22- WOOD AND TAPPING SCREW MINIMUM SPACING IS 2"OC. PO Box=52 SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW Longwood FL 3z75 corp. 32IPE C1789 Imo�tammation FBPE Certl9rate olAWrorlmtlm __.EXTERIOR VIEW-ANCHORAGE _ No.25935 PROPERLY SECURED 1X t3 1/4- ITW TAPCON #12 OR #14 WOOD SCREW,2 PROPERLY SECURED IX WOOD BUCK WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1) (SEE NOTE 3, SHT. 1) 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST. S WOOD BUCK PROTECTION #12 WS: 7/8" MIN. EDGE DIST. m EDGE DIST. 2X WOOD BY OTHERS (SEE NOTE BY OTHERS 3, SHEET 1) `•: od' v " 'v v SHEATHING (SEE NOTE 2, SHT. 1) CONCRETE BY OTHERS ;. ` BY OTHERS w (SEE NOTE 2, SHT. 1) -.- v c ' v ' v 1 1/2" MIN. EMBEDMENT s MAX. #14 WS: 1 1/2" MIN. EMBEDMENT ¢ EXTERIOR FINISH 8" MIN. EMBEDMENT ...... a ,.��..1.<• I 1/4" • ' SHIM SPACE 9BY OTHERS #12 WS: 1 3/ I -- —EXTERIOR FINISHTHERS - q T * f-SHIM" E — --I PERIMETER CAULK Q13 BY OTHERS 32 PERIMETER CAULK 21 m BY OTHERS Qp 3 m no W 32 1 n 8 z a _r I�fJ 19 n 4 U In( o�a'o 2 16 15 u 19 4 ic.a Y ' 2 18 15 =-113 1 =0 a PU cc OVERTICAL SECTION B CONCRETE SUBSTRATE VERTICAL SECTION 1NgB�TH }~ y WINDOW S OPERABLE FIXED SIMILAR SHOWN, 1LQE6lQ@ B WOOD SUBSTRATE WINDOW z�!d 0 z HEIGHT OPERABLE PANE.SHOWN, HEIGHT a UO U FIXED SU1II.AR K 15 4 15 4 N cW 16 27 ANCHOR—TO—SUBSTRATE 16 27 is> I t 6 EDGE DISTANCES ARE , 6 x gg 2 TYPICAL AND 2 g ,g 21 MEASURED TO BOTH ,g 21 w SIDES OF SUBSTRATE 32 6 1 32 6 - a 22 a 22 - PERIMETER CAULK Robert J.Amotum RE. Flcd9762 BY OTHERS �Qo �QO �.�`jpMES��4r 24 0 1/4" MAX. 24 1/4' MAX. %,F.P,`•'%G E Q SHIM SPACE SHIM SPACE p�: v F•% PERIMETER CAULK .�� �; No 49752 EXTERIOR FINISH 'i✓•: BY OTHERS BY OTHERS ^!?hr PROPERLY SECURED 1X WOOD BUCK 7 CONCRETE BY OTHERS c 1 1/2' MIN. BY OTHERS (SEE NOTE 2, SHT. 1) STA (SEE NOTE 2, SHi. 1) r: ° EMBEDMENT +fi #14 WS: 1 1/2" MIN. EMBEDMENT IF WOOD BUCK PROTEC710N +Rx, o�a4. < e o EXTERIORBY OTMERS ISSH #12 WS: 1 3/8' MIN. EMBEDMENT ioFS•�O R IQPa\��� BY OTHERS (SEE NOTE 3, 1 1/2" MIN. SHEET 1) SHEATHING 2X WOOD EDGE DIST. PROPERLY SECURED 1X 1/4' RW TAPCON 13 BY OTHERS (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 DI5f #12 OR #14 WOOD SCREW AFF'daB as comply wth the 12 Florido B'd'S Coda VERTICAL SECTION INSTALLATION ANCHOR r>all�� A CONCRETE SUBSTRATE VERTICAL SECTION NM�d D duct ooawl Ff C Product 6 Design�,7G�u0.LLc OPERABLE PANE.SHOWN, A WOODSUBSTRATE /' Loegnood,FL 32752-077b FIXEDSA4LAR OPERABLE PANE.SHOWN, 321-69o-1799 iMoaptw Pm n FD=SDAH-AR F9PE CertXkate ofAwartrntlon INSTALLATION NOTES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: /J14 SHEET METAL 28 1.2 1. WOOD FRAMING, o SCREW/SELF-DRILLING SCREW 1 STEEL STUD FRAMING, INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND m 1.4. CONCRETE AND/OR MASONRY. METAL SUBSTRATE BY OTHERS 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY w (S EXTERIOR FINISH EE NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. o a BY OTHERS 3/4' MIN. 3 THREADS MIN. 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X Y EDGE DIST. EMBEDMENT BEYOND BUCK INTO CONCRETEMIASONRY SUBSTRATE WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS +� (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. -- --- t SHIM SPACE 4. 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 114. 3 Lu m ^ m PERIMETER CAULK 21 5. FOR ANCHORING INTO CONCRETEIMASONRY USE 1W HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 10 MINIMUM EMBEDMENT o Z N $ u. BY OTHERS QQO INTO CONCRETE WITH 1 12•MINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT INTO MASONRY WITH Y MINIMUM EDGE DISTANCE LOCATE z fI-- Q ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENTANCHORS REQUIRED.ANCHOR UJ 32 LOCATIONS HAVE+I-1•TOLERANCE 0 z 1 n 8 S. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: } 0 Z I J 6.1. i12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE 13W MINIMUM EMBEDMENT INTO SUBSTRATE WITH 719-MINIMUM Q U q EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF T ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 19 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1'TOLER/WCE. 2=0u ui 15 62 i14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1-MINIMUM S y U ~ 2 16 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF VON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND y ppq,,Q Z 10 INSTALLATION DETAILS.ANCHOR LOCATIONS RAVE+/-1•TOLERANCE a O IL a O{yl W 7. FOR ANCHORING INTO METAL STRUCTURE USE i14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS 1M1ITH SUFFICIENT LENGTH TO V y m rya O ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR W U� 2 EXTERIOR VERTICAL SECTION SPACING OF 2'ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-V U, U U X F B METAL SUBSTRATE WINDOW TOLERANCE W F OPERABLEPANELSHOWN, HEIGHT 5 FD®SIMU-AR 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS NOT SHOWN FOR CLARITY. N off 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. Z 1 15 4 1 Ua fi 16 27 8 ANCHOR-TO-SUBSTRATE y F g 2 EDGE DISTANCES ARE W LY 19 21 TYPICAL AND 7/8- OA LAMINATED GLASS MEASURED TO BOTH CONSISTING OF: EXTERIOR LAMINATED 1 n 32 6 SIDES OF SUBSTRATE 15 GLASS - (2) NOMINAL 1/8' ILJI ANNEALED GLASS W/ 0.090" 22 URARAY AMERICA INC. TROSIFOL Rloddaobed Mao.49752 Fbrlde P.E.Na 49752 INTERLAYER, 7/16"AIRSPACE W/ 1/2" GLASS SsaojE�INTERRIIOR 1/8-TEMPECER RED BITE p•`���3PMES q-'�q� Q° GLASS 15 O�(.Q;••�GENS•:Oq��i EXTERIOR EXTERIOR 0• F•.p 24 1/4' MAX. 16 26 28 No 49752 SHIM SPACE PERIMETER CAULK j. 16 2 = q•�* BY OTHERS ')i 39 INTERIOR 1 E IF 3 4' MIN. 3 THREADS MIN. 1 2" I 'n•' ( Q ? EXTERIOR FINISH EDGE DMID.)ST. EMINETDEROR WALL BEYOND- GLASS BITE I 11NIE614B I BY OTHERS METAL SUBSTRATE 1 27 \ a #14 SHEET METAL BY OTHERS 16 27 SCREW/SELF-DRILLING SCREW (SEE NOTE 2, SHT. 1) ® the _ aDate ndaBu dm"C>ada INSTALLATION ANCHOR 28 J VERTICAL SECTION GLAZING DETAIL 1 GLAZING DETAIL 2J �4 PLC Pmduri DWBn Group.LLC OPERABLE LITE " '° e Co°"°L A n>firALsussTxATa FAED LITE Po Box d.F5z9T75 vEoeary -69--17BS FL32752-077. O PANII,SHOWN, By 321�6Yo-nw Wa®plcmp.mm FILLED SIMMAR FBPE CerdlkaU atAutlmrtratlM No.25M - —___ a 1/4' MAX. SHIM SPACE co 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 s 3 16 INTERIOR 16 3 6 7 1 13 1/4' ITW TAPCON INSTALLATION ANCHOR zo 2X WOOD FRAME BY OTHERS 21 {j 21 a cc (SEE NOTE 2, SHT. 1) I�I II Q• 1 1/2"" MIN. EDGE DISTANCE — CONC. #12 OR R14 WOOD SCREW 12 I �q U s s p� y 2" MIN. EDGE DISTANCE — MASONRY INSTALLATION ANCHOR--,, lul .Q -7— IN 10 15 15 Q,9^CONCRETE OR MASONRY I V BY OTHERS - -- #14 WS: 1" MIN. EDGE DIST. V #12 WS: 7/8" MIN. EDGE DIST. 21 21 Q (SEE NOTE 2, SHE 1) m 32 32 3 co o m Q. .• •:Q PROPERLY SECURED 1X WOOD BUCK °o � y o ° BY OTHERS (SEE NOTE 3, SHT. 1) z PROPERLY SECURED 1X WOOD BUCK ^' Tk'(" 5 ° h BY OTHERS (SEE NOTE 2, SHT. 1) 'Y.x.tii O 5 O �`rs £�a�`� V WOOD BUCK PROTECTION BY SHEATHING ?rp�:1. t OTHERS (SEE NOTE 3, SHEET 1) ¢ ?2 c BY OTHERS 10 EXTERIOR 10B N o 0 EXTERIOR FINISH i m p ¢ F EXTERIOR FINISH ERIMETER CAULK PERIMETER CAULK BY OTHERS 03 x¢ S g z BY OTHERS BY OTHERS BY OTHERS 0 a a ,t INFI o HORIZONTAL SECTION y ir o z C WooDFRAMFiSUBSPRATE ANCHOR—TO—SUBSTRATE D HORIZONTAL SECTION Lu o j— (OPF LEPANI3.SHOWN, EDGE DISTANCES ARE CONCREfB/MASONRY FIXED PANEL STMB.AR FOR OX) TYPICAL AND SUBSTRATE o S MEASURED TO BOTH ((OPERABLE PANEL SHOWN, oo m0 SIDES OF SUBSTRATE FDZED PANEL�eAFOR OX) a 'o ff 9 O 1 1/4" MAX. SHIM SPACE— SHIM AS REQUIRED PRIOR to z 16 3 6 � 1 2s SCREW/SELF#14 SHEET METAL DRIILING SCREW 11 B 2 14 16 4 16 y 21 INSTALLATION ANCHOR p B Robert RE 9752 3/4' MIN. � I EDGE DIST. (TYP.) 23 ��.•``AMES„11211111 �A& is 21 32 _ 3 THREADS MIN. 17 No 49752 21 EMBEDMENT BEYOND INTERIOR WALL Q q 32 METAL SUBSTRATE BY OTHERS 29 (SEE NOTE 2, SHT. 1) %�TATE OF •:�k/ 5 32 O,f�•:Q ORl P: ilCsi.CQ 11411111110NA pp` OB 16 1s 16 25 10 EXTERIOR FINISH EXTERIOR PERIMETER CAULK BY OTHERS BY OTHERS F HORIZONTAL SECTION Approved m wmP yi xith tha I7olidn Bull ing Cock PM SECTION Die NOAO � P ProductCestyrt Group,LLC E METAL SUBSTRATE /' CoACo( PO 8=520776Longwood,FL _ (OPERABLE PANE.SHOWN, B'y V a 321-68 irtto®ptncup.mm FIXED PANEL.S]M[LAR FOR OX) FSPE Certin®te of Autlwdraeon No.25836 18 18 18 $ a � _ ° a 1 � — --3.5 1 -- -- - 00.198Y 00.626 a � 0.075 a 1 S $ o 2 8 il 3.5' x 0.075'Wash Phillips Pan 3 1 Washer Qty. = 2 per Connection Qty. — 2 per Connection Eq a�aoo � FIXED MEETING RAIL TO FRAME DETAILuju WELDED MITERED W Z aos90 CORNER CONSTRUCTION N t 1 W RootrwtaJJ.tA�mta w.P.E. ��� 1 FI \��•••11/1(175Y `�(�•-CENT No 49752 -:moo STATE OF .W cC OR 10.aG���` Approved-as eoaplyugwOh the Florida Coda Data NO 1Winmi'Dad§ duU C99trd p'.Pmdud Design Gm;'LLC CORNER DETAIL By POd,FL 3262 Longwood,F<3275z-0775 321-690.1788 into®ptc corp.= FBPE CeNn®te of Authorization ---- _- _ - No.25935 Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material Item No. Description Part Numbers Supplier Material(Notes) a 1 Master Frame(W&H) N White 1060/7720 Energi/Royal White PVC(2) o 2 Sash Frame(Operating Sash)/Vents &H) N White 1282/7750 Energi/Royal White PVC(2) 3 Glazing Liftrail 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 17739 Energi/Royal White PVC(2) 3 6 Pocket Cover Heights/Vents(W) N White 1073/7724 Energi/Royal White PVC(2) 6 Pocket Cover Heights/(%M N White 1073/7724 Energi/Royal White PVC(2) 7--Sash Cover(Operating Sash)/Vents(H) N White 1078/7725 Energi/Royal White PVC(2) 8 Operating Sash(W)Reinforcement ST 226-144-0.052 Hygrade Metals .060"Galv.(1) 8 Impost Mullion(H)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galv.(1) ao 9 Interlock Cover(Operating Sash)/Vents(H) N White 1180/7727 Energi/Royal o N LL 10A Double Leg Frame New White 06515NEW192 Shapes Unlimited Aluminum z a 10B Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum o 11 Sate Seal Lock 3220SS-003 EW Vision Industries y 3 Safe Seal Keeper 8292A-003-EW Vision Industries Q V=Uf II 12 #12 or#14 Wood Screw(WS)(Installation Screw) Na Na Steel = ypy a F 13 1/4"Advanced Threadforrn Tapcon(Installation Screw) Na rrW Steel 3 a 2!14 Operating Sash-Lock Side(H)Reinforcement 615242-120Solid Joseph Fazzio Steel Solid Bar Galv.(1) a w o g g I 15 7/8"OA.Insulating Glass(See Glazing Detail on Sheet 4) Hurricane Laminate Impact Cardinal Z LL 0 16 Wet Glaze(0 erating Sash /(Fixed Center Section 552 Sikaflex Black Sika US 17A PW Glazing Bead(Fixed Center Section)(H) N White 1080/7753 Energi/Royal o m 17B PW Glazing Bead(Fixed Center Section)(VU) N White 1103/7726 Energi/Royal N o to 18 Impost Mullion(Fixed Center Section)(H) N White 1063/7735 Energi/Royal = 1 19 Sash Stop Frame Cover/Vents N White 1070/7736 Energi/Royal Iu 20 Pocket Insert/Center Section PW N White 1079/7737 Energi/Royal W .210 x.300 Fin Seal Pocket Cover(M/1073 7724 W23303NW0000 Ultra-Fab f .210 x.300 Fin Seal Pocket Cover(H)/1073/7724 "23303NW0000 Ultra-Fab 10 .210 x.300 Fin Seal Impost Mullion(H)/1063/7735 W23303NW0000 Ultra-Fab Robmt J.AMM3a RE .187 x.300 Fin Seal Interlock Cower(H)/1180/7727 W23301 NW0000 Ultra-Fab Me,&P.E.Nm 49752 21 .187 x.300 Fin Seal Interlock Cover(Top/Blocks)/1180/7727 W23301 NW0000 Ultra-Fab •.•``�Sr MES 4 .187 x.300 Fin Seal Sash Frame O H /1282/7750/Energi W23301 NW0000 Ultra-Fab `��iQ'�•'�C ENS'�o9�'�. r9 .187 x.300 Fin Seal Sash Frame /1282/7750/Exterior Top W23301 NW0000 Ultra-Fab No 49752 .210 x.220 Fin Seal Sash Frame(W)11282/7750/Exterior Base W23223NW0000 Ultra-Fab ,* .270 x.220 Fin Seal Sash Frame(H)/Single Leg Screen Frame W112257W0000 Ultra-Fab TAT of �� RIOP�`��` ONAOvill�ENS•`• Appmveda9 COMPIibovo tba Florida E Doe NOAN PTO Pmdurt Dealan Gmup,LLC Mlami'Dad_ ud(batrol PO Box 62a775 BY / �� LWMW% d.FL 32762d715 , -J.�-�� 321E961798 Info®ptompmm .PE Cedtllrate of Auaortratlon Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material(Continued) Item No. Description Part Numbers Supplier Material(Notes) 22 Stainless Steel Ball Bearing Rollers WR03-R3 Product Design m 23 Hurricane TiR 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) o 26 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) n/a Cardinal Stainless Steel W a Glass Setting Blocks Sash(W)Top/Sash(H) 2NB-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer 27 Glass Setting Blocks Fixed(W)Base 2NB-8K-0.125-032-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer Glass Setting Blocks Sash(VI)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 Saft Spray/Impost Midlion(H)(2 per Connection) 120913 GLF Corporation m 31 5/8"OD x 0.194 ID X 0.075"THK Washer/anpost Mullion(H)(2 per Connection) 145030 GLF Corporation 32 #6 x 5/8"Tek/Impost Mullion Rebar(H)(ftem No.25 Reinforcement) 117595 GLF Corporation 9 a 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(VV)(Rem No.8 Reinforcement) 117595 GLF Corporation } Is s a � 35 #5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation �,o 36 #8-18 x 0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 137341 GLF Corporation 37 #8 x 1 1/4"Tek White/Locks 120376 GLF Corporation J a a z 38 1#6 x 1"Tek White/Keepers 116821 GLF Corporation a.0 w >I-� 39 Black Glazing Tape 1/8 x 318 x 85'(Fixed Center Section) VEN-VG-12088 Industrial Sales z W o 0 Misc.Screen Components-Not Shown in Drawing W o o=j SCN Screen Clip Clear H-884 Product Design SCN Screen Clip Clear H-3150 Product Design N o SCN . Tension Springs 2584 Adept = I SCN Fiberglass Screen Cloth Charcoal/28"x 600' 3002606 Phifer Fiberglass SCN Screen Spline(H/W) EX-FLX-Q165-BK Imperial Plastic USA SCN Aluminum Comer Keys ICK252X260 Hygrade Metals Misc.Components-Not Shown in Drawing MISC Weep Hole Cover White H-808WHZ Product Design RobertJ.A i o.RE MISC hiterlock Cover(Operating Sash)/Vents(H) HH-06 Virryl Cement RH Products FWlda P.E.No.49752 MISC Liftrail End Caps White 00156-CO01 S.I.L.Plastic �'01 sp s !**ik MISC Stainless Steel Staples 3/8 x 1/2 Sash(W) BEA 80/10 Smith Staple 'P MISC 30PP12-18P50 9/16 X1 3/8 X 3 Foam Block VV0511022 Lindenmeyr Q�' o 4975r - MISC Hurricane Grade Spring CS025 James Spring Wire * �� MISC jAccessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones 9: STATE of -Width;(H)-Height;Defines Component Location �,�•.• .'�u Notes: 'i,�SS,,ON . (1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A 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 IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. Plortd38 do Uma q NO PTC PfoduC Deal9n Gmup,LLC PO Box 529775 Longwood,FL 32752-0775 321f9g.1759 InfoC Wrp.mm FBPE CertElvfe of A9ModraSon —— No.25935 O MASTER FRAME O SASH FRAME GLAZING STOP-OPERABLE LITE WHITE RIGID PVC WHITE RIGID PVC 0 GLAZING STOP W/HANDLE O WHITE RIGID PVC 0.070"THK 0.070"THK WHITE RIGID PVC 0.055"THK 3 (� 0.055"THK 0.312 4.17 1.6564�u� 6 8 1.Oo 0] W 1.071 1.530� © 0.366 �u _ 2.73 O SASH COVER GLAZING STOP-FIXED LITE 19 SASH STOP/FRAME COVER a o Q❑ WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1.40 0.065"THK 0.060"THK 0.070"THK 0.050"THK - O0l 0.298 1 1 1 �_ 0.313 0.518 0.552 0.538 0.552 o m $ LL (� z 1.350 1.031 1.031 --1.638--I p m m 5 POCKET COVER 6 POCKET COVER a O Q 20 POCKET INSERT =° (EXT.TRACK) (INT.TRACK) FIXED PANEL 23 TILT LATCH g WHITE RIGID PVC WHITE RIGID PVC 0,6117 '�_¢ i 6 0.07W THK WHITE RIGID PVC STEEL-ZINC COATED a a = 0.070"THK 0.070"THK 0.176 fII 0.323° a.3 6 w❑o 0.345" T z=�+) YSNo m 0.205" U� O 0.825 L-L=Ll U-i 0.85 Fa=A " CC o0.377 0.709"0.850 Pul Q 1.0857-- 1.133 0.377 � 1.857-- 1.906" 2.260" g�g 1-0 5.622" W O INTERLOCK COVER Q REINFORCEMENT 0.669" ❑ 9 WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL O 0.803" 1.067 0 N 0.075"THK GALV.STEEL TUBE 1.012" 0.709" RobM i Amauso,P.E 0.050"THICK F 30-50 KSI 0iTI-0.730 RIM P.E 18"l, Fu=37.5-68.7KSI ♦♦♦♦♦ 3NMES,4, 0.915 0.157 ♦ 0.544- ♦�Q•••GEN•'•:0 �0;•�'� S6%pGJ; 1.692 No 49752 14 REINFORCEMENT 25 REINFORCEMENT 16 FIRED MEETING RAIL , off.•�rATE OP•• �� ACTIVE STILES FIXED MEETING RAH, (IMPOST MULLION) °®SCREEN FRAME oe SCREEN FRAME ,F-.c o R�o,, ♦. GALV.STEEL BAR GALV.STEEL TUBE WHITE RIGID PVC ALUMINUM ALUMINUM �� ONA, p��♦ Fy=30-50 KSI 0.060"THICK 0.066"THK 0.040"THK 0.040"THK Fu=37.5-68.7 KSI Fy=30-50 KSI 0.410 Fu=37.5-68.7 KSI 0.410 Approved as complying wf h the ❑ ❑ T� Ellf ,daEl2.211 I r� 0.72 0.730 1.463 1.463 p Mcbaca PM Pmduel=62 Gawp,L1.0 0.355 Pod F U77s 0.935 innewooa,FLartY rp azt"C,.,9 I ,AvdWry.wm 2.060 FBPE CWflmU of Autlwdz*5on No.25935