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HomeMy WebLinkAboutProduct Approval (3) F ile Copy V1/MIAMI•D1ADE RE 1EFFw��� MIAMI-DADE COUNTY CODE COMPLIAI UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO 750CC QC$ 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISIOr� `+1 ®� '7 6)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) I ov/economy . Regency Plus,Inc. 2000 Locust Gap Highway Mt.Carmel,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 r 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"Tech 5505 Vinyl"Horizontal Rolling Window O —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. NIISSILE IMPACT TING: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 '4 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 Sifang Zhao,P.E. S.Z MIAMI•DADE COUNTY /OS�I�j 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 61h 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, g exP irin on 02/28/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6th 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. Sifang Zhao,P.E. t 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 m a LARGE MISSILE IMPACT RESISTANT NOTES: INSTALLATION ANCHORAGE DETAILS ' W 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). n 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY 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 CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY 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 � °D o m 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 a z J LLO E.RUPP,FLORIDA P.E. z S. MATERIAL KO 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER MIAMI-DADE NOA NO.18-0122.02 OR CURRENT NOA. x $ 5.2. REINFORCEMENT: Q t7 5.21. GALVANIZED STEEL BAR(0.72"X 0.355%Fy=3050 ksl&Fu=37.5-68.7 kst)-ACTIVE STILES ?< ? 5.2.2. GALVANIZED STEEL C-CHANNEL(0.73"X 0,434-X 0.D60-THICK,Fy=3D50 ksi 8 Fu=37.5.68.7 ksi)-RAILS AND FIXED MEETING STILE. V 3_m 5.2-3. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.060'THICK Fy=30.50 ksi 8 Fu=37.5-68.7 ksi)-FIXED MEETING STILE 5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER MIAMI-DADE NOA NO.17-1114.14 OR CURRENT NOA rn=¢ z �aa�w u31 6. GLAZING: a 0 uj 0 0 x 6,1. GLAZING DETAIL AS TESTED: V y� Z 6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. w U¢_ 6.1.2. GLASS THICKNESS:(1)LITE OF 1/9'NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR L7 0 0 6.1.3. LAMINATED LITE:(2)LTTES OF 1/8'NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. Lu ~ 6.1.4. SPACER TYPE/SIZE:CARDINAL XL EDGE 7/16"STAINLESS STEEL SPACER(TYPE SS-D). lr$ 5 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX"652"BACKBEDDING WITH A SNAPdN(2}LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N 1° 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 MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER v 6.3. AS TESTED GLAZING MEETS ASTM El300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. �u 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ w wN 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'. 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112'MINIMUM EMBEDMENT INTO CONCRETE WITH 1 12'MINIMUM EDGE DISTANCE AND V 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; Robert J.Amoroso,P.E HOWEVER MINIMUM REQUIREMENTS MUST BE MET. Rarlda RE No.49762 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 3/8'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE •%J2311/ry8 10.2. ANCHORS HEAD WOOD CREWS(WS)WITH SUFFICIENT LENGTH TO TION DETAILS.AC ACHIEVE A 11 1/2'MINIMUM MBEDMENTCHOR LOCATIONS HAVE+/- N TO SUBSTRATE CE;HOWEVER MINIMUM 1-MIINIIMUIM EDGE DISTANCE AND INIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ••••REMENTS MUST BE MET. •P'•(•JAMES q��i,�� ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. ��(.,��G ENS DEG O 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"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-A 1'TOLERANCE 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS ' 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS 'SHEET DESCRIPTION % 13.1 D ANCHORS SHALL NOT BE USED IN WOOD MINIMUM SPECIFIC GRAVITY OF(G)0.42(TES NON STRENGTHS LESS THAN-HVHZ)AND 0.55(HVHZ) THE MINIMUM STRENGTH SPECIFIED BELOW 1 NOTES S,Q(�A'�N6•,• 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 250D PSI 2 ELEVATION 8 ANCHOR LOCATION 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C•90,MEDIUM WEIGHT WITH DENSITY>117 PCF 13.4. METAL STRUCTURE,MINIMUM:STEEL 18GA(0.04281,Fy=33KSI/Fu=45 KSI OR ALUMINUM 6D63-T5 0.048"THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS Appnwed as complying wllh the 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 4 VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES Wozida Du'din Coda 14. APPROVED CONFIGURATIONS:XOX,OX AND XO.OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. Date Z17 09 zolq 14.1. FRAME HEIGHT WILL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX. 5 HORIZONTAL INSTALLATION DETAILS NOA# FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. MIam�I'D9 /Prdduct Cbvtrd PTC Product Design Group,LLC 14.2. DAYLIGHT OPENING(DLO)WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. 6 CONSTRUCTION DETAILS / PO Box 6207 2 Longwood,FL 3Z752.0 T. 14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX. 7 8 8 BILL OF MATERIALS � 3z1�9a178a Irdo®Ptornry.com 14A. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED 9 COMPONENTS FBPE Cemfmte olAutborization DUE TO THE LOWER FRAME WIDTH. No.25935 28 t MAX. 32"MAX DLO WIDTH 3 ACTIVE 41"MAX.DLO PANEL WIDTH B B WIDTH 3 4 U DESIGN PRESSURE RATING(PSF1 IMPACT RATING E +55.0/-55.0 LARGE MISSILE IMPACi F- XX _ Q= 5 U' / a 6 Vr W LU NOTES: ¢ __ W C W W M= 1. MAXIMUM ACTIVE PANEL SIZE:32"X 59 7/S" ntm W _ _ _ = W 2. DAYLIGHT OPENING(DLO)SIZE: 3 p r H= 5 x/ n 0 x 5 m 0 ''00 2.1. ACTNE.:28-3/4"X 56 5/8" o N o U F F to Q 2.2. FIXED:41"X 57-1/2" z A Q 5 O 5 / LL 3. WEEP HOLE SIZE AND LOCATIONS 3.1. INTERIOR SILL INSERT X z 3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH 901 0, NOTCH ¢ z 3.1.2. LOCATION:EACH END AND in—v 31.5')FROM EACH END OF THE ? n c O INTERIOR SILL INSERT y=¢ o z = I A A 3.2. EXTERIOR SILL TRACK Q a=x 3.2.1. 0.75"WIDE BY 0.25"HIGH NOTCH ° p-i o ; l 3 4 3.2.2. LOCATION:EACH END OF THE y cc z EXTERIOR SILL TRACK Z p¢_� 111"MAX.FRAME WIDTH 3.3. INTERIOR SILL TRACK UA O 0� W J H>Z SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1. SIZE:0.375"DIAMETER c z p EXTERIOR VIEW 3.3.2. LOCATION:16.5"AND 32.5"FROM o usi EACH END AND MIDSPAN.OF THE `li 11"MAX. 5-1/2"MAX.TYP. INTERIOR SILL TRACK x 10"MAX. 3.4. EXTERIOR SILL TRACK w W 9"MAX.TYP. —+� �— 10"MAX. 3.4.1. SIZE:1"WIDE BY 0.25"HIGH y 3.4.2. LOCATION:EACH END OF THE w EXTERIOR SILL TRACK m 3.5. EXTERIOR SILL FACE 3.5.1. SIZE:1.25"WIDE BY 0.25"HIGH WITH PLASTIC WEEP COVER Robert J.Amo uso,P. 3.5.2. LOCATION:3"FROM EACH END OF Ftorltla P.E.No.43152 THE EXTERIOR SILL FACE 11/111/18 13"MAX. 4. SEE GLAZING DETAIL SHEET 4 OF 9. �k.% �, 1. � DAMES A tQ;V.OE111S O .• No 49752• •G`/'o 11 ST TE F •&j ' �,< �O 1101VA1;EXNo`� 3"MAX.TYP. —� 4"MAX.TYP. NOTES: edaveoarptyin3withlhq 1. HEAD AND SILL ANCHO E SAME. rDuedaB Coda 9"MAX.TYP. .TYP. 2. +/-1•TOL CHOR LOCATION.CON MINIMUM SPACING IS 4"OC. NOA INOA*7 r IPr duct Contrcl PTC Product Design Group,LLC 9"MAX.TYP. 22 WOOD AND TAPPING SCREW MINIMUM du t Design Group, SPACING IS 2"OC. SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 76 By L 9N1178d,FL727szons s2l.seo-nee mroQpt"mrp.corn FBPE Certifimte of AuMoriragon EXTERIOR VIEW-ANCHORAGE N.25B35 PROPERLY SECURED 1X 73 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED 1X WOOD BUCK WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION AN BY OTHERS (SEE NOTE 2, SHT. 1) (SEE NOTE 3, SHT. 1) #14 WS: 1" MIN. EDGE DIST. o, a WOOD BUCK PROTECTION 1EDGE" MIN DIST #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD BY OTHERS (SEE NOTE BY OTHERS `: 3, SHEET 1) ad'•v. . SHEATHING (SEE NOTE 2, SHT. 1) CONCRETE BY OTHERS BY OTHERS ~ (SEE NOTE 2, SHT. 1) v v 1 1/2" MIN. '' w EMBEDMENT EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT -� 1/4 MAX BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT ° " Y `SHIM SPACE 'L EXTERIOR FINISH Z 1/4" MAX' BY OTHERS �� q 21 .S.' SHIM SPACE PERIMETER CAULK Qc BY OTHERS 32 PERIMETER CAULK q 21 a BY OTHERS 1 In/ 8 32 z a r, O LI 19 4 1 8 OJT 2 16 15 19 4 X aF 3 1 15 6 =W 2 16 L1 '�o D to O y=¢ F m Z VERTICAL SECTION 3¢a�� WINDOW E2QE@I4B y OPERABLECONCRETE CP oWN. 1cuE6lQe Eg�pg B VERTICAL SECTION N tu FI7(,-yp SIINI.AR WOOD SUBSTRATE WINDOW z�W-O Z HEIGHT OPERABLE PANEL SHOWN, HEIGHT cUJ!)UO U y� FRIED SAIILAR W H Z U wo�SF 15 4 15 4 N w 16 27 ANCHOR-TO-SUBSTRATE 16 27 > I 1 g EDGE DISTANCES ARE tp g 0 2 TYPICAL AND 2 19 21 MEASURED TO BOTH 19 21 SIDES OF SUBSTRATE 11 H 1 32 6 1 32 6 w a 22 a 22 er .. PERIMETER CAULK Robert J.Amoruso,RE BY OTHERS Qo �Q9752 o ,��.A'3p ES�q lk 24 1/4" MAX. 24 0 1/4" MAX. t1rQ;.•.........•:�O wi� SHIM SPACE SHIM SPACE p�:"v SF":9G� PERIMETER CAULK Q: No 49752 EXTERIOR FINISH w::'✓•: OTHERS ..�.� ;- BY BY OTHERS PROPERLY SECURED 1X WOOD BUCK 7 CONCRETE BY OTHERS < 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) w (SEE NOTE 2, SHT. 1) EMBEDMENT .0 #14 WS: 1 1/2" MIN. EMBEDMENT WOOD BUCK PROTECTION EXTE IOROTFINISH HERS it #12 WS: 1 3/8" MIN. EMBEDMENT BY OTHERS (SEE NOTE 3, 1 1/2" MIN. 4� SHEET 1) EDGE DIST. SHEATHING 2X WOOD PROPERLY SECURED 1X 1/4" ITW TAPCON 13 BY OTHERS BY(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 APPm''edescnmplY t,Withthe # # 12 Florida B i3di ,Code VERTICAL SECTION INSTALLATION ANCHOR Date CONCRETE SUBSTRATE VERTICAL SECTION d'D P duct Cmftol j=rcProPoemwezonsup'LLc OPERABLE SUALSHOWN, A WOOD SUBSTRATE Longwood,FL 32752-0775 FIXED SIb(H,AR OPERABLE PANEL SHOWN, ' 321.690.17881nioMtccorp.com FD®SIMILAR FBPE Certificate otAuthmlzation No.25935 INSTALLATION NOTES: 14 SHEET METAL 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: i 28 1.1. WOOD FRAMING, o SCREW/SELF—DRILLING SCREW 1.2. STEEL STUD FRAMING, INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND METAL SUBSTRATE 1.4. CONCRETE AND/OR MASONRY. � BY OTHERS 2 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY w (SEE NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF O EXTERIOR FINISH RECORD. a BY OTHERS 3/4' MIN. 3 THREADS MIN. j- EDGE DIST. EMBEDMENT BEYOND 3. 1X BUCK OVER CRETE ASONR SUBSTRATE. 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 +� (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 1116'OR GREATER OCCURS.MAXIMUM co ALLOWABLE SHIM STACK TO BE 1W. 3 m c PERIMETER CAULK 21 5. FOR ANCHORING INTO CONCRETEMIASONRY USE 1/4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT O Z rn BY OTHERS Q� INTO CONCRETE WITH 1 12'MINIMUM EDGE DISTANCE AND 1'MINIMUM EMBEDMENT INTO MASONRY WITH 2•MINIMUM EDGE DISTANCE O LOCATE z t... A v ���ll ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR to 32 LOCATIONS HAVE+/-1'TOLERANCE 1 n 8 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOVIING: T x Q 3 IUJ 6.1. 012 PAN HEAD WOOD SCREWS(1N8)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318•MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/6'MINIMUM 6 Z Z q EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND Lj�uo p 19 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1'TOLERANCE Z m- vi 6.2. Y14 PAN HEAD WOOD SCREWS " 2 18 (WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1f2'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1'MINIMUM 16 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 10 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE*/-1'TOLERANCE 7. FOR ANCHORING INTO METAL STRUCTURE USE 014 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO a y K C1 c )fig ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314•MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR W U Q 2 EXTERIOR B VERTICAL SECTION T�LEIRNJCE2.ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+/-1' °w O F 3 M6T'AL SUBSTRATE WINDOW OPERABLE£O SSHAMARHOWN, HEIGHT 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. �2 1 15 4 U Q 16 27 ANCHOR—TO—SUBSTRATE Co 1 B EDGE DISTANCES ARE m 2 21 TYPICAL AND 7/8' OA LAMINATED GLASS w> 19 MEASURED TO BOTH CONSISTING OF. EXTERIOR LAMINATED h 1 32 6 SIDES OF SUBSTRATE 5 GLASS — (2) NOMINAL 1/8" 1 II ANNEALED GLASS W/ 0.090' u KURARAY AMERICA INC. TROSIFOL Robert P.E.Nu 49752 INTERLAYER, 7/16"AIRSPACE W/ FlorldaP.ENa.4s752 SS—D),INTER OR /8- TEMPERED 1/2BITELASS ��� jpMES Z"A.4 GLASS 4i,Q;-'•\(yENS �q4 za 1/4" MAX. EXTERIOR EXTERIOR 1s �0; �, �c••,.G� 26 : No 49752 SHIM SPACE 75 26 PERIMETER CAULK 16 2 / INTERIOR (p1 •* BY OTHERS 39 cz 3/4" MIN. 3 THREADS MIN. 1/2" I O� '�C p:�•=� EDGE DIST. EMBEDMENT BEYOND GLASS BITE I INTERIOR I ���9Ss� R U•NG,,�� EXTERIOR FINISH 4 (�') INTERIOR WALL 18 BY OTHERS METAL SUBSTRATE 1 27 ` 4 BY OTHERS 14 SHEET METAL (SEE NOTE 2, SHT. 1) 16 27 SCREW/SELF—DRILLING SCREW ppi�p .escanTi W6eriththc INSTALLATION ANCHOR 28 ` Florida 8u-ft Coda VERTICAL SECTION GLAZING DETAIL 1 GLAZING DETAIL 2 NOAt-�L�4 PTC Product Design Group.LLC METAL SUBSTRATE FIXED LITE OPERABLE LITE M"'°7'°"e/Pduct Control PO Box 520776 OPERABLE PANE.SHOWN, B / n Longwood,FL 32752-0775 FDZED SIlI4LAR Y-1/—lL 321-690-1788 info@ptomtp.mm FBPE Cattfkate of Authodratbn No.25935 1/4' MAX. SHIM SPACE o, a SHIM AS m 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 6 7 1 13 1/4" ITW TAPCON INSTALLATION ANCHOR w EZO 2X WOOD FRAME BY OTHERS (7 E (SEE NOTE 2, SHT. 1) 21 �j II 21 y� #12 OR #14 WOOD SCREW 12 � LLI!!I 8 8 !� n V' ' V. - T- 1 1/2"" MIN. EDGE DISTANCE - CONC. a INSTALLATION ANCHOR �ILJII a• 2" MIN. EDGE DISTANCE - MASONRY o 15 15 O V 0 ' .�9—CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. Q BY OTHERS #12 W5: 7/8" MIN. EDGE DIST. 27 21 V .Q (SEE NOTE 2, SHT. 1) 32 32 3 m o 0 ° ° Q. .• •:Q PROPERLY SECURED 1X WOOD BUCK A o BY OTHERS (SEE NOTE 3, SHT. 1) ° a. PROPERLY SECURED IX WOOD BUCK( ?,.,,,,,. .'i. O 5 5 a a.BY OTHERS SEE NOTE 2, SHT. 1) � %••>I . ;.. + PROTECTION Xo J OTHERS (SEE WOOD BUCK NOTE 3, SHEET 1) SHEATHING '•:) ¢ O BY OTHERS 1013 EXTERIOR 1oB o❑ EXTERIOR FINISH S L7 n y O a F EXTERIOR FINISH ERIMETER CAULK PERIMETER CAULK BY OTHERS ui z¢ F" z BY OTHERS BY OTHERS BY OTHERS a 0. g $ Ja 6 o &a0R1ZONTAL SECTION c �m w wooD FRAME SUBSTRATE ANCHOR-TO-SUBSTRATE �„�HORIZONTAL SECTION z 5 a=? (OPERABLE PANEL SHOWN, EDGE DISTANCES ARE CONCRETE/MASONRY C9 O F FIXED PANEL SIMILAR FOR OX) TYPICAL AND SUBSTRATE c z MEASURED TO BOTH ((OPERABLE PANEL SHOWN, o Sp SIDES OF SUBSTRATE FIXED PANEL SMILAR FOR OX) N ,off gg 1/4" MAX. SHIM SPACE = ggg SHIM AS B REQUIRED INTERIOR w 16 3 6 ETAL w 7 1 28 SCREW/SELF#14 SHEET MDRILLING SCREW 11 9 2 14 16 4 15 aLu `, 21 INSTALLATION ANCHOR 8 IUI Robert J.Amo!uw,P.E. p 3/4" MIN. Florida P.E.No.49752 EDGE DIST. (TYP.) Z; ,���Q,`c.jpMEB. 15 Q 32 _ OO�f;. \OE�VS�•.9GtP 3 THREADS MIN. 17 No 49752 •O 21 EMBEDMENT BEYOND INTERIOR WALL Q° 32 METAL SUBSTRATE BY OTHERS Zs z ° (SEE NOTE 2, SHT. 1) VTAAT E OF 5 O 32 0 A' (� :_;f'. 'srLi':,Ike; T •............ P,•`c dam/ LEp��,,, 108 15 18 16 25 10 EXTERIOR FINISH PERIMETER CAULK BY OTHERS EXTERIOR BY OTHERS F HORIZONTAL SECTION App.med m oo rp;yio,with t6p Fl HORIZONTAL SECTION Dale l:• NMi00d' a PiBduct Cam;ol PTC ProductBox 520776 up,LLC METAL SUBSTRATE .. (OPERABLEPANELSHOWN, L 90-1788 FL8275YA775 FIXED PANEL SIMILAR FOR OX) By FBPE cemcau ofAuthorimuon No.26935 qoln a 1 ¢ 3.5 1 $0.198 00.626 a � m s _[0.075 �( a o N o O 8 x 3.5" 5/8" x 0.075' Phillips Pan 31 Washer City. = 2 per Connection Oty, = 2 per Connection ?I,nNH < vi z I �aa�zs� FIXED MEETING RAIL TO FRAME DETAIL 00 J� WELDED MITERED g� 0 CORNER CONSTRUCTION N . j U im 1 N W Robert J.Anmw,RE Flo' 49752 0 1 ��pMes O . A���..0�e'•�.OEfYS• Or F•�G� No 49752 XX = m 1 l°l`•� STATE OF p •�4. ' i�Fss�O R 1 Q,PC•��j\�0�• Approved rm compigingwiW the Florida Slu' Cade Datc �. NOAi Miatal'Dade Prdduel CmNd PTC Product Design Group,LLC CORNER D ETA I L By 76 LongwoPO Box 6oq 327 FL 3275252-g775 321.690-1788 InfoOptn..P.com FBPE Cer59cate 35 thoriza5on No.25935 Series Tech 5505 XOX 3-1-ite Impact Slider/Bill of Material Item No. Description Part Numbers Supplier Material(Notes) a 1 Master Frame(W&H) N White 1060/7720 Energt/Royal White PVC(2) 2 Sash Frame(Operating Sash)/Vents (W&H) N White 1282/7750 Energi/Royal White PVC(2) 3 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) IV White 1067/7745 Energi/Royal White PVC(2) W 5 Pocket Cover Heights/Vents(H) N White 1073/7739 Energi/Royal White PVC(2) it 6 Pocket Cover Heights/Vents(%M N White 1073/7724 Energi/Royal White PVC(2) 6 Pocket Cover Heights/(W) 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(tN)Reinforcement ST 226-144-0.052 Hygrade Metals .060"GaIv.(1) 8 Impost Mullion(H)Reinforcement ST 226A44-0.052 Hygrade Metals .060"Galy.(1) m 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 #2 10B Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum o 11 Safe Seal Lock 3220SS-003-EW Vision Industries } x o Safe Seal Keeper 8292A-003-EW Vision Industries a z 12 #12 or#14 Wood Screw(WS)(Installation Screw) Na Na Steel ? y a r 13 1/4"Advanced Threadform Tapcon(Installation Screw) Na ffV1/ Steel v;=a a E z 14 Operating Sash-Lock Side(H)Reinforcement 615242-120-Solid Joseph Fazzio Steel Solid Bar Galy.(1) nJ o~ 15 7/8"OA.Insulating Glass(See Glazing Detail on Sheet 4) Hurricane Laminate Impact Cardinal z CD o U. 16 Wet Glaze(Operating Sash)/(Fixed Center Section) 552 Sikaflex Black Sika US LU 0 o 0 zi 17A PW Glazing Bead(Fixed Center Section)(H) N White 1080/7753 Energi/Royal cc o 2; 17B PW Glazing Bead(Fixed Center Section)(W) N White 1103/7726 Energi/Royal N 18 Impost Mullion(Fixed Center Section)(H) IV White 1063/7735 Energi/Royal = ! I 19 Sash Stop Frame Cover/Vents(W) IV White 1070/7736 Energi/Royal 20 Pocket Insert/Center Section PW(M N White 1079/7737 Energi/Royal W .210 x.300 Fin Seal Pocket Cover(Vv)11073/7724 W23303NW0000 Ultra-Fab W .210 x.300 Fin Seal Pocket Cover(H)/1073/7724 W23303NW0000 Ultra-Fab id 4 .210 x.300 Fin Seal Impost Mullion(H)/1063/7735 V 23303NW0000 Ultra-Fab Robert I Amoruao,P.E. .187 x.300 Fin Seal Interlock Cover(H)/1180/7727 W23301 NW0000 Ultra-Fab Flodda P.E.No.49752 ck Cover 21 .187 x.300 Fin Seal.187 x.300 Fin Seal Sash oFrame(H) 1282/7750/Energi 727 W23301 tVW0000 Ultra Fab ; `%cEtSNIVIEV:�Oq�Im 00 F .G .187 x.300 Fin Seal Sash Frame(W)/1282/7750/Exterior Top W23301 NW0000 Ultra-Fab No 49752 :O .210 x 220 Fin Seal Sash Frame(M 1282/7750/Exterior Base W23223NW0000 Ultra-Fab .270 x 220 Fin Seal Sash Frame(H)/Single Leg Screen Frame JW112257W0000 Ultra-Fab W k/ �kk` �0R10Pr���� +,0-N 1. A' E�C?�� Approved aq complM,wah the Florida B`di, Code Dale 9 am ni'Dad.Product Coutr9( PTC Product Design Group,LLC Mlamf PO Box 520775 By Longwood,FL 32752-0775 -LLB 321690.17591nfoQpto-corp.cam FBPE Certificate ofAuthodzation 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-R3 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"Galv.(1) 26 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) n/a Cardinal Stainless Steel 3 Glass Setting Blocks Sash(%M Top/Sash(H) 2NB-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer a 27 Glass Setting Blocks Fixed(%M Base 2NB-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer Glass Setting Blocks Sash(W)Base 2NB-8K-0.125-028-028 Frank Lowe Neoprene w/70 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/tnpost Mullion Reber(H)(Item No.8 Reinforcement) 156180 GLF Corporation 30 #8 x31/2"Phil Pan HD SMS Saft Spray/Impost Mullion(H)(2 per Connection) 120913 GLF Corporation m 31 5/8"OD x 0.194 ID X 0.075"THK Washer/tin ost Mullion(H)(2 per Connection) 145030 GLF Corporation o a g LL 32 #6 x 5/8"Tek/Impost Mullion Reber(H)(ftem No.25 Reinforcement) 117595 GLF Corporation ? 33 #6 x 5/8"Tek/Sash Rebar(H)(Item No.14 Reinforcement) 117595 GLF Corporation x 34 #6 x 5/8"Tek/Sash Rebar(W)(Rem No.8 Reinforcement) 117595 GLF Corporation } � 35 #5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation ¢ Z 1j n o fn 36 #8-18 x 0.850 Flat Wafer Shoulder/Sash/Hurricane Latch 137341 GLF Corporation = =s .. F 37 #8 x 1 1/4"Tek White/Locks 120376 GLF Corporation a a� I Z. 38 #6 x 1"Tek White/Keepers 116821 GLF Corporation U?LU o o 39 Black Glazing Tape 1/8 x3/8 x85'(Fixed Center Section) VEN VG-1208B Industrial Sales _o Misc.Screen Components-Not Shown in Drawing Uj o zi SCN Screen Clip Clear H-884 Product Design o s 00 SCN Screen Clip Clear H-3150 Product Design N SCN Tension Springs 2584 Adept = 1 SCN Fiberglass Screen Cloth Charcoal/28"x 600' 3002606 Phifer Fiberglass SCN Screen Spline(H/W) EX-FLX-Q165-BK Imperial Plastic USA ig SCN jAluminum Corner Keys ICK252X260 Hygrade Metals Misc.Components-Not Shown in Drawing MISC Weep Hole Cover-White H-808WHZ Product Design Robert J.Amuuso,P.E. MISC Interlock Cover(Operating Sash)/Vents(H) HH-66 Vinyl Cement RH Products Florida RE No.49752 ,puurxr, �,,' MISC Liftrail End Caps White 00156-0001 S.I.L.Plastic % j{1MES !* MISC Stainless Steel Staples 3/8 x 1Q Sash(W) BEA 80/10 Smith Staple A.* ��cENSF'•�'o�, MISC 30PP12-18P50-9/16 X1 3/8 X 3 Foam Block W0511022 Lindenmeyr q: No a. s7s,�— - MISC Hurricane Grade Spring CS025 James Spring Wire MISC Accessory Parts Installation Translucent 02-MX0150010C2 INovagard Silicones I9: sTATE o ' (W)-Width;(H)-Height;Defines Component Location :- a 1 Notes: (1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized rrrrrnu��p� (2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER MD NOA.NO.18-0122.02 3 HURRICANE TILT LATCH BYVISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. Appmveda9complyingwiththc Florida Bu' mg Coda Dote L+ IVOAPf R51dml'D a F'rndu:t Control PTC Product Design Group,LLC B9� 32 PO Box 5775 Longwood,FL 32752.9776 321.690.1788 Info@pto-mrp.mm FBPE Certificate&Author'ization No.25935 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. 0.070"THK WHITE RIGID PVC O 0.055"THK. m a (I 0.055"THK 0.312 4.17 1.656 u �J (]© 0.672 4 1.0 0.872 I/ 0.366� m luy 1.071 0 gg 1.530--I a g 2.73 O SASH COVER GLAZING STOP-FIXED LITE ,s SASH STOP/FRAME COVER Qo 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. O0== 0.298 �_ �_ �_ 0.313 0.518 Q 0.552 T 0D) 0.552 o O 23.250 1.031 13 a 1.031 1.638--I 0 7 >7 a % O POCKET COVER @POCKET COVER POCKET INSERT 20 } o (EXT.TRACK) (INT.TRACK) FIXED PANEL c� WHITE RIGID PVC 23 TILT LATCH WHITE RIGID PVC WHITE RIGID PVC 0.697" `�_¢a z � _ 0.070"THK. STEEL-ZINC COATED 3 Q a Z w �s y 0.070"THK 0.070"THK 0176" ILO o Z 0.323" ".i-u a �- 0.345" 0.205" w U =O 0.825 W-j v tJ 0.85 n 0.850 0.377" 0.709" c 0.166" 'j"_ N v> 1.857 1.0857 1.133 0.377" 1.906" 2.260" g 5.622" m @ INTERLOCK COVER @ REINFORCEMENT 0•669" Cl w WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL 0.803^ 1.067" _ Ali 0.075"THK. GALV.STEEL TUBE 0 , 0.050"THICK 1.012" . 0.709" Robert J.Amomsa,P.E. F 30-50 KSI 0.434 Florida P.E.No.49752 �- Fu Y 37.5-68.7 KSI 0.730 0.157" ,,.`�� ,3p EES:4;T1 p 0.915 0.544" O�c4,1,�G NS&... P �-1.692 No 49752 q:o °STATE OF cw 14 REINFORCEMENT zs REINFORCEMENT 1s FIXED MEETING RAIL �0 '% o®SCREEN FRAME ,oB SCREEN FRAME 0--�o R►0. � ACTIVE STILES FIXED MEETING RAIL (IMPOST MULLION) ALUMINUM ALUMINUM 0O,4s/ONA1 GALV.STEEL BAR GALV.STEEL TUBE WHITE RIGID PVC 0.040"THK. 0.040"THK. ������itlIlill�, Fy=30-50 KSI 0.060"THICK 0.066"THK. -T Fu=37.5-68.7 KSI Fy= .5-50 KSI 0.410 Fu=37.5-68.7 KSI r 0.410 Approved as complying with tho 4B, u Coo'T8 Co2.211 T10.72 -T-9 1.463 I Mlaroduct C4mmn1 0.730 �� 1.463 PTC Product Design G oup,LLC PO Box 520775 52-0775 0.355 32"9o-aiie�ln"Pto rP.com 0.935 2.080--� FBPE Certiflcale of AUNodzatloa No.25935 BCIS Home Log In User Registration (� Hot Topics Submit Surcharge Stats&Facts Publications { Contact Us IS Site Map Links Search File CIS { : Product Approval � `•i `"• USER:Public User Product Approval Menu>Product or Application Search>implication List>Application Detail R VIEWED FOR FL17472-R4 CODE COMPLIANCE pplication Type Revision STo L CIE COUNTY ode Version 2017 pplication Status Approved ROCC (2�42(/ *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers,FL 33912 (800)432-2204 Ext4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/01/2019 Date Validated 10/02/2019 Date Pending FBC Approval Date Approved 10/09/2019 Date Revised 10/24/2020 Summary of Products ---------- ........................................... ........................................ ..................... .................... FL# Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes I FL17472 R4 C CAC 662-104 COR2.p_ddf ji Approved for use outside HVHZ:Yes at 1 Quality Assurance Contract Expiration Date l Impact Resistant:Yes 09/22/2021 Design Pressure: N/A I Installation instructions Other:See drawing set for mullion size,angle and design 1 FL17472 R4 II PA-0004 HVHZ Mulls SS 2019-09-13. —PA-f i pressure rating 1 Verified By: Hermes F. Norero, P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R4 AE PER6414 SS 2019-09-11.pd Created by Independent Third Party:Yes .....................--—-----------.............................................................................. .............................­­­.......................­_._._.__.._.....__.._.............. 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T and X Configurations ................. ..................... Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R4 C CAC EAS 622-101CAR,PDF Approved for use outside HVHZ:Yes FL17472 R4 C CAC EAS 622-102CAR.PDF Impact Resistant:Yes FL17472 R4 C CAC EAS 622-103CAR.PDF Design Pressure: N/A FL17472 R4 C CAC EAS 622-105CAR,PDF Other:See drawing set for mullion size,configuration and FL17472 R4 C CAC EAS 622-106CAR.PDF design pressure rating I Quality Assurance Contract Expiration Date 174 Limits Approved Approved Imp Design Other: s g2 Im pact 2 0 ov -v -t n r..S pressure Use ed for -d for r Resistant: Press' See drawing sr'Ur.2 design i rne 07/18/2021 Installation Instructions FL17472 R4 II PA-0003 SS 2018-02-14tpgf Verified By: Hermes F. Norero, P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL17472 R4 AE PERS505 SS 2018-02-14.plif Created by Independent Third Party:Yes Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cop y.E!ght 2007-2013 State of Florida,::Privacy,,Statement::Accessibility Statement::Refund Statement 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 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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 address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe 398 East Dania Beach Blvd. BUILDING DROPS Suite338 Dania Beach, FL 33004 A Perfect Solution in Every Drop! 954.399.$478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com l Product Evaluation Report Of Eastern Architectural Systems 4 HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL17472 Report 6th Edition (2017) Florida Building Code Method: 1-A (Certification) Category: Windows Sub-Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5&6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 % ` Nttitli�r,�i�i F. Prepared by: ' Hermes F. Norero, P.E. 7 -_ Florida Professional Engineer#73778 = * = Date:02/06/18 = T T Contents: ��� �` •'•••....••'• C�����` Evaluation Report Pages 1—4 `910NAk- Digitally signed by Hermes F.Norero,P.E. Hermesli/!�lWo, P.E. Reason:I am approving this document Florida No.73778 Date:2018.02.14 15:47:48-05'00' BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Report No: 5505 Certificate of Authorization:29578 i Manufacturer: Eastern Architectural Systems Product Category: Windows f Product Sub-Category: Mullions Compliance Method: State Product Approval Method 1a Product Name: HVHZ Clipped Aluminum Tube Mullions Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Eastern Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation -Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 6th Edition (2017) Florida Building Code. See Installation Instructions PA-0003,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 6th Edition (2017) Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0003 have been qualified as required by Section 1709.8 of the 61h Edition (2017) Florida Building Code. 6. See Installation Instructions PA-0003 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 ^a^A BUILDING DROPS FL#: FL17472 Date: 02/06/18 A Perfect Solution in Every Drop! Report No: 5505 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications,Inc. (FBC Organization#: CER1523). Referenced Code Sections: 1. 1709.8 of the 6th Edition (2017) FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#: CTLA 301OW-4 Report Date: 07/18/14 Report#:CTLA 3010W-4A Report Date:07/18/14 Report#:CTLA 301OW-5 Report Date:07/18/14 Report#:CTLA 3010W-5A Report Date:07/18/14 Report#:CTLA 301OW-6 Report Date:07/18/14 Report#:CTLA 3010W-6A Report Date: 07/18/14 Report M CTLA 301OW-7 Report Date: 07/18/14 Report#:CTLA 3010W-7A Report Date: 07/18/14 Report#:CTLA 301OW-8 Report Date:07/18/14 Report#:CTLA 3010W-8A Report Date:07/18/14 Report M CTLA 301OW-9 Report Date:07/18/14 Report M CTLA 3010W-9A Report Date:07/18/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Certification Agency Keystone Certifications,Inc. (FBC Organization#: CER1523) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop! Date: 02/06/18 Certificate of Authorization:29578 Report NO: 5505 Installation: 1. Approved anchor types and substrates areas follows: A. For two by(2X)wood frame substrate, use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For metal stud substrate, use 1/4"Grade 5 self-drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions (PA-0003)for anchor locations, design load tables, and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 DocumentTitie: Doc No: FRM B1-02 Structural Performance Rev No: Page: 1 Certification Authorization Report Required By: PRO 61-03 CAR& Product ID Number: 622 - 103.0 i Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wallfroof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 201 8.02.1 6 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 11 :37:01 -05100' Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTONECERTS.COM K�YSTQNE Appendix 1 CAR No:622-103.0 CEFIT[PICATIONB./NC. Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x4" Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS SPAN T TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1 DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4" -TWO-WAY MULLIONS SPAN T TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 145 Limekiln Rd,Suite 100E New Cumberland,PA 17070 Phone:717.932.8500 www.keystonecerts.com EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS 1.EN THE NOTES:PRODUCT RODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) �'Wl'—�{ 4 'W2 �'Wl'+uu WZ'�{ FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. I / 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. q / / / / MULL INDIVIDUAL UNITS ATTACHED TO MULLIONS MUST BE IMPACT RATED. �� / / SPAN'L' 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP, // \\ RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TYP FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION' VERTICAL SPAN S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'L' MULL FOR THE PROJECT OF INSTALLATION. 4 SPAN'L' 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A MULLION SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, NP' / 'W2' A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCTAPPROVAL TO BE OBTAINED FROM MIAMI-DADE RER. / 7. MULLION&CUP MATERIAL:ALUMINUM 6005-T5&6063-T6(AS NOTED) 8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. / WW1. 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. / / ANCHOR CLIP, A 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4 SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN MULL INSTRUCTIONS: SPAN'L' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. / 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: / • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF / SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. / • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. / W1 2 - MULLION DETAILS IF ASSEMBLYTYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFYTHAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 3 - ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-20. / 4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN 6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 7 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES B 1"X4"MULLION DESIGN LOAD TABLES \\ // EASTERNARCHITEDTURALSYSTEMS \ / REVISIONS / wo-p—? A DIVISION OF 9 - 2"X 4"MULLION DESIGN LOAD TABLES ��\���S � �// Eestern EASTERN METAL SUPPLY SO2"X 6"MULLION DESIGN LOAD TABLES � : 1i AM a,=.v 1 YERS .FL33912-a�,n,tiu,a awnV,r.,va_ FT 41 DO ESTIC 211 ! _ 1-Bii-001-2190 MULLION ASSEMBLYAND LOAD EXAMPLES 7$_. mLE * ! * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS p p — VERTICAL AND HORIZONTAL CONFIGURATIONS GENERAL AND INSTALLATION NOTES DATE:DRAVMBY. PREPARED BY: /i sppy� '' oRAvn�c no:5 13 SCALE: BUILDING DROP;INC. Digitally signed by Hermes F.Noraro,P.E. / FAb®kJ gpgDte \� SM 2/6/I8 6TH ED.FBC UPDATES 1 - j;, FBPE CERTIFICATE OF P.L,-AN54.]}72�\ PA-0003 N.T.S. .y7 AUTHORI]ATIONNO.295ia Reason:I am approving this document "a EAST D loft-STE 3TB #{1L SHEEP: REV: Date:2078.02.14 75:50:49.05'00' CENT. O AU .Z TIO BV DATE DESCRIPTION REV FEPE OD3T.OF AUMORIUTON N0.2967E 1 OF 11 --I 2.000" I� 0.250" I I --{ � l.000" --� z.000° � �{ f--- l.000" --{ � l.000" 0.250" 0.250", 6.000" 0.125" 0.125" 4.000" 4.000" 3.125" 3.125" A I d d 0.375" 0.625" 0.250" 0.251 01.250" 1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. \\\ SS / REVISIONS •'. EA9TERNARLHITECTURALSYSTEMS n A DMSION OF �a• O /// Eastern EAST-ETALSYPPLY �\�Cr. •• '• I ` \ •��� �� 1fi9MI DOMEST 912 •• Q �iT�nM w•:.i:n:��..n•.'...Y..: fTMYE0.9,F199913 / � 1ATl-n013190 4/ 7,..,_i... HVHZ TUBE VERTICALAND HORI OINTALCONFIGURATTIIONS MULLION CROSS SECTIONS j •• P;' W DATE:DRAWN By. PREPARED BY: / ••........... •.. .••• 02 05 13 TJH BUILDING DROPS,INC. / \_ ♦ DRAWING NO: SCALE: SEAL@ \\\ ERTIFICATEOF 398 EAST D 33e PA-0003 N.T.S. aurHDRlzanDNND.x9sTa FSPE DORT.OF AUTHORRATION N0.295M 11 DATE DESCRIPTION REV SHEET'. OF 11 REV. 4"� 4"J o 0 2.25" 2.25" 0 0 0 2.25" h/1 1.75" 2.625" 5' p 2.25" o 1 0 2.25' o 0 0 4.625" 5.375" 125" 2" 2.25" � 0.125" 2" 0. 1 0.125" 2' 1 � � L-0 p 1� 1 2" X 5" X 1 3/4" L-CLIP 2.25 2" X 5" X 2 1/4" L-CLIP 0.121 " 2" 2" X 4" X 3 3/8" L-CLIP ALUMINUM6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 T- 2" X 4" X 5 3/8" L-CLIP 10.46" ALUMINUM 6063-T6 2.50" 0.722"—I 4� 2.25" 0 0 2.2 p 0.722"--] 10.46" 2.215" 0 2.25" p 2.25" p 42.25" \ o 0 1.75 2.335" 2.25" o F2*2-5" o0 0 0,188" 2.125 7 2.25" " 2.125' 1.25" 0.188"T 10 4" H-CLIP 2 1/4" CLIP -C 1.25" ALUMINUM60DI / 13/4 U-CLIP ALUMINUM 6005-T5 ALUMINUM 6005-T5 10 15/32" X 13/4" H-CLIP ALUMINUM 6063-T6 8.25" 2.25" 2.25" 0 0 0 2. 25" \\\\\\��[-. O �'' REVISIONS _�.— ��NAND TEC O�SISTENIS 1 E��tern EAST ERN IAEFAL SYPPLY e� '- `` • •� �urw.wur..nwo V.wv� FT MYER5,FL33912 ,S.HVHZ CLIPPED ALUMINUM TUBE MULLIONS q� VERTICAL AND HORIZONTAL CONFIGURATIONS CLIP DETAILS 8 1/4" X 3 3/8" H-CLIP = �T':scaR(O?:'��,c DATE DRAWN BY: PREPARED BY: Imo'�s•••„•.•• G\\`\ 1G 05 13 TJH BU l.IN..ROPS,ING DRAWING NO: SCALE ALUMINUM 6063-T6 ���; ICATE OF ��{� , \\\\ PA-0003 N.T.S. AMORIZATIO NO.29578 30 EAST I . BLr TE 11B SNEET: REM. FBPE QATNOF AUIHORRA710N N0.29578 BY DATE OESC{UPRON REV 3 OF 11 INSTALLATION ANCHOR (SEE NOTES SHE INSTALLATION ANCHOR INSTALLATION ANCHOR SHEETS 6 21/2"MIN. (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL EDGE DIST. 6-10) EMBEDMENT 6-10) MULLION,TYP. CONC E OR a MASONRY B OTHERS .° CAUL BETWEEN ° d '4 ° 3 4"MIN. ° MULLION CLIP e. 11/4"MIN. / CONCRETE/MA NRY&1X d• a .° MBEDMENT EDGE DIST. ° D EXTERIOR TYP WOOD BUCK BY OTHERS 1 a TYP. /1 X WOOD BUCK CONCRETE OR D EXTERIOR INTERIOR BY OTHERS MASONRY BY OTHERS a ' CAULK BETWEEN q I I MULLION CLIP CONCRETE/MASONRY&2X VERTICAL TYP. WOOD BUCK BY OTHERS v MULLION,TYP. I I ,e• I I I I 2X WOOD BUCK EXTERIOR I I INTERIOR BY OTHERS o INTERIOR �PLLION p HORIZONTAL SECTION I MULLION (� T-MULLION INTERSECT DETAIL �C�HORIZONTAL SECTION SIDE VIEW rff-� VERTICAL SECTION 4 JAMB-2XWOOD BUCK 4 SIDE VIEW-HORIZONTAL HEAD-CONCRETE/MASONRY I I SIDE VIEW-VERTICAL INSTALLATION ANCHOR (SEE NOTES SHEETS 6-10) HORIZONTAL MULLION,TYP. EXTERIOR I i INTERIOR MULLION EXTERIOR INTERIOR I TYP. NOTE ® ® —TYP. CLIP I I DETAILS SHOWN ARE TYPICAL FOR ALL MULLION&CLIP ASSEMBLIES.SEE VERTICAL I SHEETS 6-10 FOR ALLOWABLE MULLION MULLION,TYP. CONFIGURATIONS,SIZES,AND DESIGN ( MULLI N CLIP PRESSURES. I I TYP. E HORIZONTAL SECTION j X-MULLION INTERSECT DETAIL SIDE VIEW ° MIN. •.4 ° DMENT PRECAST SILL 'd ° a ♦♦��\`!,S F. I �� REVISIONS I�� Easters►. TERN Ag.ITIEC N�SYSTEMS BY OTHERS ♦(yA4 Q n�I II' EASTERN METALSYPRY `♦♦♦ `_`- ;` '��� I 16NI DOMESTIC AVE. INSTALLATION ANCHOR \ v�� ^tr:S w,a�a-ate tea; MYERS,iL 339 2 (SEE NOTES SHEETS O 7e.i. 6-10) 21/2"MIN. = 1 * n HVHZ CLIPPED ALUMINUM TUBE MULLIONS EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS INSTALLATION DETAILS VERTICALSECTION =moo`:! P,;'a`�\ DATE:DRAVMBY: PREPARED BY. (� SILL-CONCRETE MASONRY ��T�t` ��♦.� 02 OS 13 TJH / / ♦ DRAWING NO: sme. FBR1E G.FICATEOF SIDE VIEW-VERTICAL ���3yPo `FB��♦♦ PA-0003 N.T.S. ty¢ AUTHORIZATION NO.29578 39a EAST WMIA.BEjtgl_�1Q\6TE.JJB SHEET: REV: FBPE SITT..OF AUTM7MOWilUUTS00NDINQ��e BY GATE DESCWPl10N REV 4 OF 11 VERTICAL MULLION U-CLIP TO MULLION CONNECTION HORIZONTAL MULLION H-CLIP SUBSTRATE BY OTHERS SUBSTRATE VARIES,SEE NOTES SHEETS 6-30 H-CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1"x 3 1/8"MULLION AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS cc REVISIONS EASTERNARCHITECTURALSYSTEMS OeJ F•./N 42Sfer� EASAOIVISION OF \ .. Ile `u TERN METAL SYPPLY �� FTW RS FL3ICAVE. FTMY 1-2133913 7y/ TITLE 1d77d01-f190 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS �`� MULLIION AND CLIP ASSEMBLY DETAILS r-� DATERAWN D BY. PREPARED BY: F ............ ��\ 02 OS 13 TJH WING NO: —LE: BU WINGBPECER DROPS,INC. % DRA E M4 FPEERTIFICATEOF fTAjpA P.E NVIL ,s� PA-0003 N.T.S. s,t{ AUTHORIZATION N0.29578 ]88 EAST NIA 8E4 A. B1'1}.-8TE 1l8 SHEET: REV: FSPE CERT.�e HORR L�¶� . 578 By DATE oesuuPnoN REv 5 OF 11 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8" LIGHT)-ONE-WAY MULLIONS 1.000"I~ MULLION MULLION SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125" 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" I 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8 84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9 96 67.4 51.1 a1.5 35.2 3D.B 2,.fi 25.fi 25.2 23.5 ONE-WA ULLIOI IAGRAMS 109 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 15.9 0.375" DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8"(LIGHT)-TWO-WAY MULLIONS 1" X 3-1/8" (LIGHT) MULLION �•� SPAN'L' TRIBUTARY WIDTH W(IN.) ALUMINUM6005-TS I MULLION (IN. 18 24 30 36 42 48 53.125M22.2 60 MULLION i 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 134.0 --{' 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 80.4 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 47.3 [TRIBUTARY WIDTH= Wl Z W2 84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 29.8 96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 108 46.7 35.0 28.0 23.3 2017.5 15.8 15fi 14.0 I-- II---I TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS: •WOOD:N14 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 0 0 0 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55. 0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 o BE MEDIUM WEIGHT CONFORMING TOASTMC90. 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 2 1/4" U-CLIP 2" X 5" X 2 1/4" L-CLIP MIN.4000PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN, ALUMINUM 6005-TS ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD,ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. '«MUST BE USED IN PAIRS U-CLIP FOR USE ONLY IN MULLION-TO-MULLION CONNECTIONS \\\\ C F. /// REVISIONS EASTERNARCHIECTURALSYSTEMS E -••_ Eastern AZN MEDN DF O O O `%�/.2`' �n /j/ ■ EASTERN METAL SYPPLY V ••• • F\,� I �- 163A10OMF5TICAVE AI-u MNIJ �•' . ••fi`••':O ,•....a.„,,,,ate.,:��avaz.TITLE: FiMYER9.F133932 a-01-21. NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 /(JO 7'" ~ * * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS TYPES AND DIMENSIONS. 0 T TE 0: VERTICAL AND HORIZONTAL CONFIGURATIONS 4U 1"x 3 1 8"LIGHT MULLION 10 15/32" X 2 1/4" H-CLIP DATE DRAWN BY. PREPARED BY: ALUMINUM 6063-T6 �iCcss•'•••••'• 02 OS 13 TJH BUILDING DROPS,INC. DRAWING NO: SCALE FBPE CERTIFICATE OF eNMU"A ,NDJa{o- PA-0003 N.T.S. I a AUEHORIIATION N0.29578 398 FAST D W BEW S1E]]B SHEET: REV: FBPE DEBT.OF AUTH 3 nON3000 N0.29578 BY DATE DESCRIPRON REV 6 OF 11 DESIGN PRESSURE LIMITS FOR MULLION:1"z 3-1/8"(HEAVY)-ONE-WAY MULLIONS MULLION �1 SPAN'L' TRIBUTARY WIDTH'W'(IN.) 1.000" MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125" IIL 60 200.0 200.0 200.0 191.4 176.7 167.5 16=161.6159.472 200.0 154.5 126.8 109.1 97.1 88.9 84 3.125" I F, I84 14.2 63.9 78.4 66.8 31.9 53.2 3196 84.2 63.9 51.8 44,0 26.6 23.7 31 ONE-WAY MULLION DIAGRAMS 108 58.9 44.6 36.1 30.5 26.6 23.7 21 DESIGN PRESSURE LIMITS FOR MULLION:1"x3-1/8"(HEAVY)-TWO-WAYMUWONS 0.625" J SPAN'L' TRIBUTARY WIDTH"' '(IN.) 1" X 3-1/811 (HEAVY) MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 _T MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-TS MULLION- 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 i' 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= W1+W2 JII. 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 2 108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC QUALIFIED ANCHOR CLIPS 5. ANCHOR REQUIREMENTS:CLIP DIMENSIONS. •WOOD:#14 WOOD SCREWS W o •CMU:1/4"IT TAPCONS o •CONCRETE:1/4"ITW TAPCONS 0 .METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: 13/4" U-CLI P o O •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 0 0 "CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE U-CLIP FOR USE ONLY IN MIN.4000 PSI. CONNECTIONS ULLION 211 X 511 X 13/411 L-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. ALUMINUM 6063-T6 "MUST BE USED IN PAIRS rS` REVISIONS EASTERNMLHITIMRALBYSTEAIS r �� A ADNIESI A OF Eastern EASTA DWITA I9YPPLY O O O �� •��^•V' ��� '� .A..a"w.saa+a..+o•aaa«. FT MY RS,FL3ICAVE. •• 0 r - � FT MVER5,FL 33912_ Ian-+aTaI9B NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 4f �1Y r TITLE: 4u •xu w nw b�I.Y *TYPES AND DIMENSIONS. . Lj * = HVHZ CLIPPED ALUMINUM TUBE MULLIONS 0 0 0 = v T T£ F r VERTICAL AND HORIZONTAL CONFIGURATIONS r i 1"x 3 1 8"HE 10 15/32AVY MULLION 11 11 r 0 P:• V 1 DATE;DRAWN BY: PREPARED BY: X 13/4 H-CLIP '- �.,••... /// 02 DS 13 TJH BUILDING DROPS,INC // bEdMa� `� DMWING NO: SCALE: FBPE CERTIFICATE OF ALUMINUM 6063-T6 / q, PA-0003 N.T.S. k a AUTHORIZATION NO.29578 398 EAST D IARLIAII B�W,57E 338 SHEET: REV: FBPE W TNOFBAUTHORIZATION N0.29578 BY DATE DESCRIPTION REV 7 OF 11 MULLION DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ON E-WAY MULLIONS �I 1.000" MULLION SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 Lj22.0 200,0 200.0 200.0 72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 4.000" 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7 96 140.1 106.3 86.3 73.2 1:.l 57A 53.1 52.5 48.8 ONE-WA ULLION DIAGRAMS 108 98.1 74.2 60,1 50.8 44.3 39.5 36.3 35,9 33,1 DESIGN PRESSURE LIMITS FOR MULLION:1"x4"-TWO -WAYMULLIONS _ SPA N'L' TRIBUTARY WIDTH'W'(IN.) MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 0.250" MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 111 X 4" MULLION 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8 ALUMINUM 6005-TS 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARY WIDTH= W1+W2 96 138.2 103.7 82.9 69.1 59.2 11.8 46.8 46.1 41.6 2 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 I-- TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS, S. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS QUALIFI ANCHOR CLIPS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 O •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 0 0 0 0 MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 0 0 0 0 11 11 11 \�� rJ 77/� REVISIONS kp EASTERN AR DIN SION OFSYSTEMS 2 X 4 X 3 3/8 L-CLIP 1111 ` E F 0Easter8 1/4 X 3 3/8 H-CLIP SAS ERN METAL SYPPLY ALUMINUM 6063-T6 : % 16341 DOMESTIC AVE. iTMYER,FL33912 MUST BE USED IN PAIRSALUMINUM 6063-T6S` � v u"`" Ian<o1-z+so TITLE: HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS p 1"x 4"MULLION r � 0 ••�'.A P.• 40 DATE:DRAWN BV: PREPARED BY: NOTE:SEE SHEET 3 FOR SPECIFIC CLIP i�T ��\\ TYPES AND DIMENSIONS. �� SHHACcAOO�1G\\\ DRAwNGN02 : S TJH BIRLDIN.M.1,INC. 'FC•HOA ICATE OF P. •N0.) PA-0003 N.T.S. ' AUTHORIZATIO NO.229578 398 EAST 0/AJ1((I.R(�J.{N .;STE J3B BHEET: REV: FEPE CERTµ.IO A0THd1OMRMON NO.29578 BY DATE M..­.. REV 8 OF 11 DESIGN PRESSURE UMITS FOR MULLION:2"x4"-ON E-WAY MULLIONS MULLION SPAN TRIBUTARY WIDTH'W'(IN.) 2.000" _j (IN.) 18 24 30 36 42 48 53.125 54 60 I~ MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 I 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" .JII- 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 4.0001, 108 146.7 111.1 1 89.9 1 76.0 66.2 1 59.1 1 54.4 1 53.7 49.5 ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) MULLION- (I N.) 18 24 30 36 42 48 53.125 54 60 MULLION - 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2" X 4"MULLION J 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6005-T5 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 155.1 124.1 1 103.4 88.6 77.6 70.1 68.9 62.0 W1+W2 6 108 145.2 108.9 87.1 72. 62.z 54.s a9.2 4s.a 43.6 TRIBUTARY WIDTH= 2 I II I TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS PCONS QUALIFIED ANCHOR CLIPS •CONCRETE:I1/4"ITW TWTAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 2" X 4" X 3 3/8" L-CLIP F REVISIONS �s Query EASTERN ARCNRECNRAL SYSTEMS ALUMINUM 6063-T6 J .. �(O 4 a7�VL f` ADMSION OF •'MUST BE USED IN PAIRS `\\ ��,`•.•••�•w�G /ice EAS ERN META S PPLY 16 o A - "MYE S FL339 3VE. Irw ....�-':y'�:°'w»i.vown'�..uuvcf' fA]]d9t-2190 � �.••�t yj'p� O ssnaa ,�...yf TITLE: ro T TE = HVHZ CLIPPED ALUMINUM TUBE MULLIONS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP q p VERTICAL AND HORIZONTAL CONFIGURATIONS �J ' •• / j,. tL` 2"x 4"MULLION TYPES AND DIMENSIONS. O •• g { P.� �/ GATE:DRAWN BY: PREPARED BY: 020513 TJH DRAWING NO: SCALE: FBPECERnFICATEBUILDING GROPS,INC. p�/�P.E•,NO.)�2�\\\ PA-0003 N.T.S. YL� AUTHORIZATION ND.O9578 398 EAST DAI(I(/ �17 BLa};STE.Jl8 SNEET: REV: FBPE CEDANIOF ADIXORIRZAT30N N0.295]8 BY DATE DESCRIPTION REV 9 OF 11 +I 2.000" MULLION DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS SPAN V TRIBUTARY WIDTH'W'(IN.) MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 JI. 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 -��-� 72 1 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 2000. 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 2D0.0 2000. 186.8 161.E 1a4.1 131.3 123.o u1.s tt4.6 ONE-WAY MULLION DIAGRAMS 108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.E 97.0 6.000" DESIGN PRESSURE OMITS FOR MULLION:2"x 6"-TWO-WAY MULLIONS MULLION SPAN'L' TRIBUTARY WIDTH (IN.) MULLION (IN.) 18 24 30 36 42 48 1 53.1251 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 0.250" LW 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 96 200.0 1 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 2" X 6"MULLION 108 200.0 1 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 ALUMINUM6005-T5 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wl+W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:N14 WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 0 0 •CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045" THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 2" X 4" X 5 3/8" L-CLIP •``^ c '�• REVISIONS EASTERN ARLIII EG ORAL SYSTEMS `` �F,NO //// _<•', East�r/Y ADMSION OF \\ I EASTERNMETALSYPPLY ALUMINUM 6063-T6 `\ c "f �Ao /n MUST BE USED IN PAIRS r .•' / IR „w pti y o�opa 163EIDOMES CAVE p� FT MYFRS,FL 33911 .�.` a' 7[J.•... '� TITLE: inn ••• ' -BTTd012190 HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 73 T�T 2"x 6"MULLION TYPES AND DIMENSIONS. i O •;0( P,`•'_22[/ WE:DRAMSY: PREPAR^eEDBY: ,'///��JV�FpA•4•�U•�',•��AA•II•p-�•.,•E•cPe\v\\\\` DRAWING Nb.S 13 S=ET1H BUILDING DROPS,INC. /K BPE CERTIFICATE OF P.'E•N0.7 % PA-0003 N.T.S. j AUi NO.99578 398 EAST D1J(I L STE.338 DANIA BEA , 33IXIt BY DATE DESCRIPTION REV BMEEf: REY. FBPE CERT.OF AU THORIUM NO.29578 10 OF 11 EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES MULL SPAN MULL 'L' f SPANT MULL W1' 'W2' SPAN'L' I 'Wl' 'Will 'W2' FA FA I L MULL SPAN'L 'W2' W2' LJ [E HORIZONTAL MULLION HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION HORIZONTAL MULLION 'WS' ---[- 'W2' MULL MULL SPAN'L' SPAN'L' IWl. ,Wl. i MULL SPAN'L' 'W2' 'W2' VERTICAL MULLION HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION 0, REVISIONS EASTERNMCHITECTVRALSYSTEMS O�oeS 0 Eastern ER ET NISIONOF NOTES: _ �� ■ EASTERN MA S PP Y 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT �: \ r ewo tiY 16361 DOMES CAVE. Z. \, _p L e�'w. u . e u'..•m. PT MYERS.R33912 SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. _ / 78 sill O'^" enam-zlsD 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY -* * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS CONFIGURATION VALUES. ro px VERTICAL AND HORIZONTAL CONFIGURATIONS 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. Ti n MULLION ASSEMBLY AND LOAD EXAMPLES ••��� T`:` `� DATE:DRAYM BY: PREPMED BY: ••••�•.....• G\\�`` DRAWID ND5 13 SCALE:TJH BUILDING DROPS,ING PA-0003 N.T.S. AUTHOOaluno NO.29578 398 FAST D IBFJ.{II @1'k/STE J]B SHEET: REV: FHPE CEAT.OF AUTHORIZAnONN O.MSJB BT DATE DESCRIPTION REV 11 OF 11