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HomeMy WebLinkAboutNotice of Acceptance (2) 7 MIAM11- E NIIANII—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vvvvvv.miarnidaJe.Qov/building Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel,PA 17851 COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, includin the High Velocity Hurricane Zone. ESCRIPTION: Series C6Tech 5108"White PVC Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0060,titled"Series Tech 5108 Vinyl Fixed Window (LMI)",sheets I through 5 of 5,dated 09/16/08,with revision J dated 10/20/2020,prepared by PTC Product Design Group,LLC,signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,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 i the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.20-0109.04 and consists of this page 1,evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. I 111,111` NOA No.20-1103.06 M1AM1 DADECt}UNTY Expiration Date: January 28,2025 a 01/21/2021 Approval Date: January'21,2021 Page 1 i i I ' I . i Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08 1021.04) 2. Drawing No.RPL50060,titled Series Tech 5108 Vinyl Fixed Window(LMI) , sheets l through'5 of 5, dated 09/16/08,with revision H dated 12/24/19,prepared"by FTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 5108 white PVC fixed window,prepared by National Certified Testing Laboratories, Inc., Test Report No.NCTL-110-11363-1,dated 05/15/08, signed and sealed by Harold E. Rupp, PI.E. (Submitted tinder NOA No. 08-1021.04) 2. 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 a series 5108 white PVC fixed window,prepared b National Certified Testing Laboratories Inc. Test Report �P P Y g . P No.NCTL-110-22857-1,dated 12/17/19, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0109.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014),dated 06/11/15 with revision dated 09/01/15, prepared by PTC Product Design Group, LLC,signed and sealed by Robert J.Amoruso, P.E. (Submitted tinder NOA No. 15-0618.01) 2. Glazing complies with ASTM E1300-04 CI. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) CIL MATERIAL CERTIFICATIONS 1. i Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. Sifang zhalo,P.E. Product Control Examiner NOA No.20-f103.06 Expiration Date: January 28,2025 Approval Date: January 21,2021 E-1 i i Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solution's USA,Inc.,for their White.Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance,.complying with FBC 6"Edition (2017),dated January 8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 18-012Z 10) G. OTHERS 1. Notice of Acceptance No. 18-0918.03, issued to Regency Plus, Inc.for their Series "5108" White PVC Fixed Window—L.M.I., approved on 10/11/18 and expiring on 01/28/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.RPLS0060,titled"Series Tech 5108 Vinyl Fixed Window(LMI)",, sheets 1 through 5 of 5,dated 09/16/08, with revision H dated 12./24/19, prepared lby PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC V"Edition (2020), and of no financial interest,dated 10/20/2020, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No.20-0109.04, issued to Regency Plus, Inc.for their Series 115108"White PVC Fixed Window—L.M.I.,approved on 01/30/20 and expiring on 01/28/25. I Sifang Zha'o,P.E. Product Control Examiner NOA No.204103.06 Expiration Date: January 28,2025 Approval Date: January 21,2021 E-2 i REGENCYPLU SERIES TECH 5108 VINYL FIXED WINDOW (LARGE MISSILE IMPAC-r) INSTALLATION ANCHORAGE DE4 TAILS 1- 0 u O Z 0 OTHE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE 1110H VELOCITY HURRICANE ZONE(HVHZ); 2 2X WOOD FRAMING;7X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED ANDANICHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, IX BUCK OVER CONCRETFIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRFTEIMASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE f0 DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEEk OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVE[)COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, ' 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201.TAS 202 AND TAS 203.SEE TEST REPORT NO,NCTL-110.22857-1,DATED 12/17/19 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY v' JOSEPH A.REED,FLORIDA P E.NO.58920 'r N l 5, MATERIAL; 6.1, FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MD NOA. r¢¢ 52. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MO NOA T E UJ 6 GLAZING: K;�Ss� 6.1. GLAZING DETAIL AS TESTED: _ 2 m q m vi 6.1,1. OVERALL:718-NOMINAL INSULATING LAMINATED GLASS. W rn M.y h -, 6.12. GLASS THICKNESS'(1)LITE OF 3116-NOMINAL TEMPERED GLASS TO THE.INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR.. J¢a x n i 6.1.3. LAMINATED LITE'(2)LITES OF 718"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. - W 6.1 4 SPACER TYPEISIZE:3!8-NOMINAL CARDINAL ENDUR 1G EDGE SPACER(Al-O)ALUMINUM -1 IL 0-� �• � 6.7.5. GL1'.ZING SYSTEM.INTERIOR GLAZED WITH(2)-LEAF DUAL OUROMETER AND SIKAFLEX 552 BACKBEDDING WITH A SNAP.IN(2)•LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. _U a --.-,W +ten 62. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET z Q L7 4 F. MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMP,TER. t9 8 U�❑ H«J 5t 63 AS TESTED GLAZING MEETS AST7d E7300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT K fl A`N .i, 0APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. RE"+v Lm y�L`z 8 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF Ill V'OR GREATER OCCURS,MAXIMUM ALLOWABLE SHIM STACK TO BE 114". Luz 5 u 9. FOR ANCHORING INTO CONCRETE/MASONRY USE IM"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1(2"MINIMUM EDGE DISTANCE AND I"MINIMUM EMBEDMENT INTO LW0 MASONRY WITH Z"MINIMUM EDGE DI STANCE.LOCATE ANCHORS AS SHOWN[N FLEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCAT IONS HAVE-I-1"TOLERANCE: a "LL 10 FOR ANCNORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING, 10.1 SHOWN IN SECTION VIEWS'012 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO•ANCHOR SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE•1.1"TOLERANCE. 1D.2 NOT SHOWN IN SECTION VIEWS:#14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1-MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO•ANCHOR Ro5rr1 J.Am—.,P E, SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE•/•1'T'OLERANCE FwdaPP No 49762 11. FOR ANCHORING INTO METAL STRUCTURE USE N14 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 DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF:2".ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.A14CHOR LOCATIONS HAVE+/•1"TOLERANCE. p0p�'.��G ENg`fi••G�'"g. +4'"•' No 49 52 �O 12. ALL FASTENERS TO BE CORROSION RESISTANT OR NAVE A CORROSION RESISTANT COATING :�.•\'(� 3* 13, INSTALLATION ANCHORS SHALL BE INSrALLEC IN ACCORDANCE WITH ANCHOR MANUFACTURER'S .�i •� 1p Zo• ti INSTALLATION INSTRUCTIONS AND ANCHORS SHALL 140T BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW; �asfONA4�te+�� 13 1. MOO-MINIMUM SPECIFIC GRAVITY OF(G)0 42(NON-HVHZ)AND 0.55(HVHZ)132. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI TABLE OF CONTENTS 13.3 MASONRY-STRENGTH CONFORMANCE TOAS':M C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF 134, METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI1 F.=45 KSI OR ALUMINUM 6063-T50048"THICK MINIMUM, SHEET DESCRIPTION 1341. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS I NOTES AND OESIGN PRESSURE CHART 2 ELEVATION&ANCHOR LOCATION HORIZONTAL&VERTICAL SECTIONS-WOOD AND CONCRETEIMASONRY 3 PRODUCT REVISED SUBSTRATE INSTALLATION o.ccmylyin®wtM,ba iro,+ea DESIGN PRESSURE RATING(PSF) IMPACT RATING 3.1141n0 ennc 4 HORIZONTAL&VERTICAL SECTIONS`-METAL SUBSTRATE INSTALtAl'ION;GLA7WG NOA-Na. 20.1105.06 _ euplratwn oa,c(I 112812025 155.0 PSF -RGF..-MISSILE--- - -- _ _ __ _ DETAIL IMPACT 5 COMPONENTS;FRAME CORNER CONSTRUCTION AND BILL-OF MATERIALS - - - Mlami-Oa4a P—`—ro ue�f"Goe,Trof" -- --- i 6 Q K R K n m m 0 a s LL z 0LL u °s o °_ F - MAX.UNIT WIDTH 60" W o LL N W o D.L.O WIDTH 54 1/2" —5"MAX. FROM CORNERS(TYP) _ 10"MAX.O.C.SPACING(TYP) 5"MAX. FROM LL CORNERS(TYP) Ao B F z 3 3 4 10"MAX.O.C. SPACING (TYP) } °a ¢ z� z= fl .m ..Z �aLLv au-�>z . Go G 4 4 w�¢mz Do D LMH UNIT3 3 GHT ry f_wCCopD.L.O0 w 3 3 HEIGH a INSTALLATION 54 1/2 u^n d ANCHOR(TYP.) 0/ ReGm i Amaw•o,P E FI-1.E No 45752 �e4�•r��£Ns�•;904: A Bo E c4:' No es sz °"a 3 3 4 e°tl �j ppza ;¢s �9• $TATE'O •iG: ]ELEVATION ANCHOR LAYOUT ��F•.LOR10.•6�� �ygSfONAI.��.•`• THROUGH-FRAIVIE INSTALLATION EXTERIOR VIEW EXTERIOR VIEW PRODUCT REVISED mp7 Mlh lM Flund� e�naMa X' NOR.Na 20.1103.08 e.potleo nae.0112812025 e�- =t Q � � K o m 1/4"MAX SHIM H m 2X WOOD FRAME BY OTHERS(SEE NOTE 2. 7/e"MIN.EDGE DISTANCE 1 3/8"MIN.EMBEDMENT $ SHEET I),PROPERLY SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS $ m z m OPTIONAL(SEE NOTE 2, #12 WOOD SCREW (SEE NOTE 2,SHEET 1), u z c� D W 3 INSTALLATION ANCHOR PROPERLY SECURED 1X BUCK IS u Z E SHEET 1) OPTIONAL(SEE NOTE 2,SHEET 1) a a H w SHEATHING BY OTHERS . N / I 012 WOOD SCREW 1 2 3 4 a a W ~ R w EXTERIOR FINISH SY OTHERS 1 3/8"MIN. INSTALLATION ANCHOR _ EMBEDMENT SEE GLAZING DETAIL 1 = 5 ON SHEET 4 w F 1 718"MIN, m $$ N PERIMETER CAULK 5 2 INTER 114"MAX SHIM EDGE DISTANCE _3 8 BY OTHERS O— IOR cE 3 ANCHOR-TO-SUBSTRATE $u a 7 - z W S 4 EDGE DISTANCES ARE TYPICAL. AND SHEATHING BY OTHERS 7 6 EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH ti ON SHEET SIDES OF SUBSTRATE EXTERIOR FINISH z c71�o w m ° BY OTHERS PERIMETER CAULK ui= X L) ^m (��ER',J"CAL SECTION BY oTHERs cL a.l" w MAX.O A FRAME WIDTH--- >1—w zOO FRAME SUBSTRATE z 7�>O HORIZONTAL SECTION W j "e MAX.O.A. C INS"L'ALLA'I'lp ti D'4-=m SEE GLAZING DETAIL 1 25 I HFRAME EIGHT g ON SHEET 4 11'UOD FR:1A1f?SUBS"L'RA'I'L w Z 0 u 5 EXTERIOR 7 4 INTERIOR %o l 24 --1/4"MAX.SHIM iY w �' ffi t 1 1/2"MIN.EMBEDMENT-CONCRETE � I 5 3 i 1 MIN. -MASONRY w PERIMETER CAULK " EMBEDMENT BY OTHERS- 2 ro k m EXTERIOR FINISH \ 1 ///CONCRETE/MASONRY BY p n° BY OTHERS �tiA"MAX SHIM OTHERS(SEE NOTE 2,SHEET 7) 4 3 2 1 RobertamoNco,P E 7 - 1/4"ITW TAPCON r1ando P,E wo 4G752 " 1 1/2"MIN. SEE GLAZING DETAIL 1 INSTALLATION ANCHOR ` sp5 PROPERLY SECURED EMBEDMENT ON SHEET 5 _ :�`0`QS�;C'ENBppG'1 1X WOOD SUCK BY " " ,o: . OTHERS(SEE NOTE 3, ruo o; SHEET 1) CONCRETE AY OTHERS _*: Y1 (SEE NOTE 2-SHEET 1) ;'1 172"MIN.EDGE DISTANCE-CONCRETE A STATED •�� 1/4"ITW TAP CON = 2"h11N.EDGE DISTANCE-MASONRY 16o�t:1 rJ24+s 1 112"MIN.EDGE DISTANCE INSTALLATION ANCHOR s�A„R; a6��� fossils 5.V VEKTICAL SECTION 8 7 PROPERLY SECURED 1X WOOD BUCK WOOD BUCK A INSTALI.A I'fON BY OTHERS(SEE NOTE 3,SHEET 1) PROTECTION BY CONCRf:TT:SUBSTRATE PERIMETER CAULK BY OTHERS WOOD BUCK PROTECTION BY OTHERS(SEE EXTERIOR FINISH BY OTHERS OTHERS(SEE NOTE 3,SHEET 1) NOTE 3,SHEET t) —MAX.- O A.FRAME WIDTH PRODUCT REVISED Priled Mth Ih,PIo,1G. Ho.D HORIZONTAL SECTION enM.N.. 20.1103.06 c.e. INSTALLATION S.PI,.n..q.t.ov2812a2s -- --- CONCRG'ITI MASONRY 5[IBSTRAIT - - -- a C R R � 014 SHEETNIETAL INSTALLATION NOTES: SCREWISELF•ORILLING SCREW METAL SUBSTRATE 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING, INSTALLATION ANCHOR BY OTHERS 7.1. WOOD-hfiN!MUht SPECIFIC GRAVITY OF(C)0.42(NON•HVHZ)AND 0.55(HVHZ) �+ EXTERIOR FINISH-•.,,} (SEE NOTE 2.SHEET 1) 1.2. CONCRETE•MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 1.3. MASONRY-STRENGTH CONFORMANCE TO ASTIM C•00.MEDIUM WEIGHT WITH DENSITY>117 PCF BY OTHERS w. :t/4'MIN. 3 THREADS MIN. 1.4, METAL.SUBSTRATE:STEEL 18GA(0,04280,FY-33KSI/Fu n 45 KSI OR ALUMINUM 6083-T5 0 D48"THICK MININIUM =U u III U EDGE DUST. -EMBEDMENT BEYOND i.b.l. METAL SUBSTRATE TO MEET MINIMUM FBC M/H7.CODE REQUIREMENTS, O m ` ;�`• (TYP.) INTERIOR WALL r O -- -----,y. -- - - 1/a'tdAX. 2' 2x WOOD FRAMING.7 u ' - .. - D AND AIJCNORED TO PROPERLY __ TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRE7EMAASONP,Y OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF -O-q"�- ILI SHIM SPACE RECORD. a 4~ u n X .,F 3. IX BUCK OVER CONCRETIEWASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS HALL PASS THROUGH WINDOW FRAME AND 1X BUCK PERIMETER CAULK —zr INTO CONCRETERMASONRY SUBSTRATE,WHEN USED.1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO BY OTHERS © 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 ARCHI TEC'T OR ENGINEER OF RECORD. I 4. $HIM AS REQUIRED AT EACH INSTALLATION ANCHOR KITH LOAD BEARING SHIM,SHIM WHERE SPACE OF 1/10"OR GREATER OCCURS.MAXIMUM iu c 2 ALLOWABLE SHIM STACK I'D BE 114'. L) n N LL 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM F.MBECIAENT INTO O CONCRETE WITH 1 172'MINIMUM EDGE DISTANCE AND i'MINIMUM EMBEDMENT INTO MASONRY WITH 2'MINIMUh1 EDGE DISTANCE.LOCATE ANCHORS AS SHOWN?N ELEVATIONS AND INSTALLATION DETAILS.4*MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE-h i" TOLERANCE. C�o7 g 7.� • 1—SEE GLAZING DETAIL i < Z_q 8. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: ON THIS SHEET 6.1. SHOWN IN SECTION VIEWS:912 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318'MINIMUM EMBEDMENT INTO U m 9 K VrR"I ICAI,Src•ri0 SUBSTRATE WITH 7t8•MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR•70-ANCHOR SPACING OF V ON CENTER.LOCATE ANCHORS AS SHOWN IN z V M p 1- N 6 r srn t i N WINOryy ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE U-I"TOLERANCE. T w m m 1- AIET'AL SURI TRA•1'L• HEIGHT 6.2. NOT SHOWN IN SECTION VIEW'S:014 PAN HEAD WOOD SCREWS INS)NTH SUFFICIENT LENGTH TO AGHIEVE A 1 i2'MINIMUM EMBEDMENT INTO �/L pQ,(XL''ai 's "'•- EXTERIOR INTERIOR _ SUBSTRATE WITH 1'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO SPACING OF 2'ON CENTER.LOCATE ANCHORS AS SHOWN IN -1 4 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+r•t'TOLERANCE. y,r w U V)mi-• 4 7. ul SEE GLAZING DETAIL 1 A FOR ANCHORING INTO METAL STRUCTURE USE ai4 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WTH SUFFICIENT LENGTH TO ACHIEVE 3 W s Q m . q ON THIS SHEET THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314'MINIMUM EDGE DISTANCE AND MINIMUM ANCIIOR-TO•ANCHOR SPACING OF 2'ON 0 U t,�.w CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE•f-1'TOLERANCE. W I.:T ZU, ep CJ 3 0. INTERIOR AND EXTERIOR F1141SHFS BY OTHERS.NOT SHOWN FOR CLARITY. � �V 0 4 Q w € 0 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2T12. w 1- 8*4 Ll Z �K �t 1+'4' MAX. SHIM SPACE—� � 3 �s 6,Q F.ca w SHIM �� AS REQUIRED 1 EXTERIOR � p �10 SHIR1 SPACE `+ J 2 I� ' MAX. 014 SHEET METAL - 3= /�SCR[W1S£LF•URiLUNG SCREW a - ! INSTALLATION ANCHOR I Ruten,I Amemao,P E. PERIMETER CAULY INTERIOR FWd.PX Na 40752 BY OTHERS- _ (� � 14t/411Ut!! IN 0.578,GLASs U ,`a.Q`t11 4 314'Gtl)J 3THREADS MIN. EDGE DIST,(TYP.) OITE i, ��g14+.•�,1EN3fi.; tY. £DG£OiST. C .O;•• Lf Eh1BEDMENTBEYONO J ---� ,�,4t'7 NO 44 EXTERIOR FINISH METAL SUBSTRATE 3 THREADS MIN./ (TYP•) INTERIOR WALL k; """}{{{,�`• BY OTHERS J yY I - •�j�_"pla SHEET METAL BY OTHERS EMBEDMENT BEYOND INTERIOR WALL SCREWISELF•DRILLING SCREW— `(SEE MOTE 2,SHEET I) / ! ��At.•L OpfO•:(b`�� INSTALLATION ANCHOR ( ,,•—METAL.OTE 2,SHEET i)SUBSTRATE BY OTHERS 7/8'O.A.V ING JSULATING GLASS rylgsTONAb@�a`` (SEE N SEE GLAZING DETAIL t CONSISTING OF: !lNuulufif� VERTICALS[-:C l ON THIS SHEET _ ..a3Fk 118'ANNEALED GLASS, INTERIOR )NSI'ALLA'I']ON / 0 000'TROSIFOL METAL.SIIBS I(Al E i INTERLAYER BY KURARAY EXTERIOR "• AMERICA INC.,118, ANCHOR-TO-SUBSTRATE qgl ANNEALED GLASS,0.35'AIR ECHODGE DISTANCES ARE / `--EXTERIOR FINISH SPACE.3116"INTERIOR 'TYPICAL ES PERIMETER— BY OTHERS TEMPERED GLASS MEASURED TO BOTH CAULK 7 BY OTHERS PRODUCT REVISED SIDES OF SUBSTRATE `� 0alldina II 6ogo owoxrALSHCTION GLAZING DETAIL I NOA-No. 20-1103.06 (i IN.. L 11 — cxplroaan Oa»01/2012025 - ---_-- __ L.ICTAL SUBBSTR RATE � MWm ■a■ t M w � a Q MASTER FRAME 0 SASH STOP FRAME COVER a 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS m o � ��--4.37a• 3.s3s"� � k LL Z P LLF wo 8 —2:035' fAT Q Q Q- - - --- 2.7&0•` ���LLL i - w j j w 1.40a - f - 084T' 4 0 o POCKET INSERT GLAZING BEAD o g 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS —0 552" `t Z I�-0.532" t033^ v mC'z ... L --- ....... _ (DaM s 0,825" 0,720, 0.750" SLW , "" V �c.4ts° z �>3� w U� O w j E�--3.333" � V � ��3r, ,e F gsUJ J ,� N ®CF CORNER CONSTRUCTION a z 8 .72 Na � 0 0 Series Tech 5108 Miami Dade Impact Fixed/Bill of Material Item Part Numbers DescriP tion Supplier Rob<dJAM—.O'P6 Numbers Flanda PE No 49752 1 IV White 1060/7780 1 AG Master Frame Energi Fenestration" •`�'tauuun ,,,fit 1PfAE5 4� 2 IV White 1070/7736 Sash Stop Frame Cover Energi Fenestration" ®;.,`heiti9 3 IV White 1079/7737 Pocket Insert/Center Section PW Energi Fenestration*` �= No;9 52c 4 1 IV White 110317726 PW Glazing Bead Energi Fenestration" - 9 5 552 Sikaflex Black Wet Glaze(Fixed Center Section) Sika US ,,F•.coR.o,. .� � 6 Hurricane Laminate Impact Operating Sash E366 2.7mm/0.90 PVB Kuraray America,Inc.Trosifll)Interlayer IG Cardinal ���Ssoff orial 0, 7 VEN-VG-1208B Black Glazing Tape 1/8 x 3/8 x 85'(Fixed Center Section) Industrial Sales 8 2NB-8K-0.0062-028-064 Glass Setting Blocks Sash(Neoprene w170 to 90 Shore A Durometer) Frank Lowe 9 n1a Endur IG Edge Spacer(A1-D)Aluminum Cardinal Not Shown H-808WHZ Weep Hole Cover White Product D©sign Not Shown IW0511022. 130PP12-18P50.9116 X1 3/8 X 3 Foam Block Lindenmeyr ENERGI FENESTRATION SOLUTIONS USA,INC.,,PER CURRENT MD NOTICE OF ACCEPTANCE A) PRODUCT REVISED emta .4tn tt�t•1«m, NOMN.. 20-1103.06 O.h01J2612026 Nor