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HomeMy WebLinkAboutProduct Approval (2) o � l MIAMI•DADE M1AA 1 p DE )UNTv.FLORIDA PRI 'b1 USECTION 11805 SW 26 Street.Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADIIIN'ISTRATION DIVISION RECEIVED 1 ) S- 7 5-3599 NOTICE OF ACCEPTANCE (NOA) ( n t Idin Regency Plus,Inc. NOV 12 2021 2000 Locust Gap Highway CODE COMPLIANCE Mount Carmel PA 17851 sl,Perm Ling ST. LUCIE COUNTY Permitting !,(�J�J (�(�(� '1j{/ j/ SCOPE: b pP b b e S, 6I �l !This NOA is being issued tinder the applicable rules and regulations governing c ns ructron 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. includinR the High Velocitv Hurricane Zone. DESCRIPTION: Series"Tech 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 09/16,108,with revision J dated 10/20/2020, prepared by PTC Product Design Group.LLC, signed and sealed by Robert J.Amoroso,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 perfonnance 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 proposes shall automatically terminate this NOA. Failure to any comply with section of this NOA shall be cause for termination and removal of NOA. p } 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-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. MtAM4DADE COUNTY , ' NOA No.20-1103.06 �'` Expiration Date: January 28,2025 01/21/2021 Approval Date: January 21,2021 Page 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. 0$1021.04) 2. Drawing No. RPLS0060.titled "Series Tech 5108 Vinyl Fixed Window (LMI)", sheets 1 through 5 of 5. dated 09/16/08, with revision I4 dated 12/24/19, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso; P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 05115108, signed and sealed by Harold E. Rupp, P.E. (Submitted under 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 by National Certified Testing Laboratories, Inc., Test Report 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 5th 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 under NOA No. I5-0618.01) 2. Glazing complies with ASTM E1300-04 CI. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) CII. MATERIAL: CERTIFICATIONS 1. 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. L Wang Zhao,P.E. Product Control Examiner NOA No.20-1103.06 Expiration Date: January 28,2025 Approval Date: January 21,2021 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions 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 confonmance,complying with FBC 6111 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. 18-0122.10) 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 by PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7t'' 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 "5108" White PVC Fixed Window—L.M.I., approved on 0.1/30/20 and expiring on 01/28/25. T Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.06 Expiration Date: January 28,2025 Approval Date: January 21,2021 E-2 REGENCY PLUS, INC. o SERIES TECH 5108 VINYL FIXED WINDOW (LARGE MISSILE IMPACT) INSTALLATION ANCHORAGE DETAILS I �m Z �m NOTES: 0 O Z 0 w o h" I. THE PRODUCT SHOWN HEREIN IS DESIGNED ARID MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). O q v F w ¢ 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 CONCRETE/MASONRY OPENING IS rl a w j~ a w THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3, IX BUCK OVER CONCRETE/MASONRY 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 3: 0 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. 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 JOSEPH A.REED,FLORIDA P.E.NO,58920 G a S. MATERIAL: 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA.INC.PER CURRENT MD NOA. 5.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MD NOA. } U 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: =0D 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. —= X 10 10 ��m 6.1.2. GLASS THICKNESS:(1)LITE OF 3/16"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER.BY KURARAY AMERICA,INC, aJ. n.�Z 4i 6.1.4. SPACER TYPE/SIZE:3/8"NOMINAL CARDINAL ENDUR IG EDGE SPACER(AI-D)ALUMINUM D-r w>-(7 6.1,5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEA.F DUAL DUROMETER AND SIKAFLEX 552 BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. v(0 z—y to 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 w U 4 CO 4 MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHOP,E A DUROMETER, 0 0 U Z 6,3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT, w Q _¢ o UO 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. ~ww O 'e 5 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". w z rr 9. FOR ANCHORING INTO CONCRETE/MASONRY USE IM"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO W 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-A 1"TOLERANCE. a`"S','4 a 10. FOR ANCHORING INTO`NOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 10.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(INS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOP,•TO-ANCHOR = a SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/•1"TOLERANCE, 10.2. NOT SHOWN IN SECTION VIEWS:#14 PAIN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR,-TO•ANCHOR Rohert J.A--,P.E.. SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/_1"TOLERANCE. Flonda P.E.No:49752 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 3/4"MINIMUM `p111' I GEES-4'�O 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. `p0:'�.L '3F••.9Gf��. :@; No d9 52 •oL 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVEA CORROSION RESISTANT COATING 13. (NSTALLA710N ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S NSTALLATION T INSTRUCTIONS AND BELOW: SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM S 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0,55(HVHZ) 9S+oil 13,2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI TABLE OF CONTENTS 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PC 13A. METAL SUBSTRATE:STEEL 18GA(10.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063•T5 0.048"THICK MINIMUM, SHEET DESCRIPTION 13A.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 1 NOTES AND DESIGN PRESSURE CHART 2 ELEVATION&ANCHOR LOCATION 3 HORIZONTAL&VERTICAL SECTIONS-WOOD AND CONCRETEIMASONRY PRODUCT REVISED SUBSTRATE INSTALLATION s mplyhmg wIth the Florida — -- Building Code DESIGN PRESSURE RATING(PSF) IMPACT RATING HORIZONTAL&VERTICAL SECTIONS-METAL SUBSTRATE INSTALLATION,GLAZING Noa-Ne, 20-1103.06 GE MISSILE 4 DETAIL Expiration Date 01/28/2025 t55.0 PSF LAR �.. L- IMPACT 5 COMPONENTS,FRAME CORNER CONSTRUCTION AND BILL OF MATERIALS 13 Miami-Dade Product Control Z z m c) 0 MAX. UNIT WIDTH 60"- 0 D.L.0 WIDTH 54 1/2"— D 5" MAX. FROM CORNERS (TYP) 10"MAX. O.C. SPACING (TYP) 5"MAX. FROM Aopp B F CORNERS (TYP) Z 3 4 10" MAX. O.C. SPACING (TYP) 02 3 3 < OZ Go G -Lu>-< 4 4 le n. <>I UJ C) �0 D o D 0 MAX, UNIT 3 3 HEIGHT W� A2 Z- W O'h C OPP D.L.O. 60" Go p G D 0 $C C Opp 3 �3 ui HEIGHT uj I NSTALLATION-/ 54 1/2" (o I'! ANCHOR (TYP.) o R.bolt JA--,P.E. P it Flonda E.No,49752 DAMES 1:N N A YB-�,pE N�o,.yg8 62 473 4 e ELEVATION ANCHOR LAYOUT EXTERIOR VIEW THROUGH-FRAME INSTALLATION EXTERIOR VIEW PRODUCT REVISED a zidm,s compliingwith th Fl,ddn NOA-No. 20-1103.06 Expl-tj..q.t.01128/2025 � Q � 1/4"MAX SHIM a - 2X WOOD FRAME BY C OTHERS(SEE NOTE 2, t 3/8"MIN.EMBEDMENT- SHEET 1),PROPERLY 7/8"MIN.EDGE DISTANCE SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS N x 3 x -#12 WOOD SCREW w r OPTIONAL(SEE NOTE 2, (SEE NOTE 2,SHEET 1), )=m z o m INSTALLATION ANCHOR o o o SHEET 1) PROPERLY SECURED 1X BUCK IS O r o o? r SHEATHING— OPTIONAL(SEE NOTE 2,SHEET 1) a F F N y BY OTHERS \ #12 WOOD SCREW 1 2 3 4 a ad 0 m W EXTERIOR FINISH�, 1 3/S"MIN. INSTALLATION ANCHOR x BY OTHERS �\ EMBEDMENT SEE GLAZING DETAIL 1 5 ON SHEET 4 x o 1 7!B"MIN, PERIMETER CAULK y o 0 BY OTHERS 5 2 INTERIOR 1/4"MAX SHIM EDGE DISTANCE ? N LL 7 - ANCHOR-TO-SUBSTRATE <� g �® EDGE DISTANCES ARE o G TYPICAL AND SHEATHING BY OTHERS \ 7 6 a z< EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH ci 3 w ON SHEET SIDES OF SUBSTRATE EXTERIOR FINISH a'3ro 0 w v n VERTICAL SECTION BY OTHERS PERIMETER CAULK v�_<X Z m y Z BY OTHERS a u.0 ._ B f INSTALLA'I70N a y 0 WOOD FRAME SUBSTRATE MAX.O.A.FRAME WIDTH uJ z 5- WU<�D MAX.D.A. �C� HORIZONTAL SECTION W 0 F a " FRAME SEE GLAZING DETAIL 1 `` INSTALLATION oo U z LL A HEIGHT ON SHEET 4 Ti'OOD FRAME SUBSTRATE N w 0 6 z 8 I-- Egg EXTERIOR a - 1/4"MAX,SHIM �0 ®e�:_ \' 5 3 11/2"MIN.EMBEDMENT-CONCRETE wQ I::g PERIMETER CAULK 1"MIN.EMBEDMENT-MASONRY d BY OTHERS-\ 2 4°6�a T EXTERIOR FINISH 1/4" ` 1 MAX SHIM /CONCRETE/MASONRY BY p 0 BY OTHERS � / OTHERS(SEE NOTE 2,SHEET 1) x _ 4 3 2 1 f/ RobeM1J.A—uuq RE. "[ 1/4""(� INSTAALLLATIONTIONITW Flontla P.E.No,�575[ IN. SEE GLAZING DETAIL 1 '-.' PROPERLY SECURED EMBEDMENT ON SHEET 4 ANCHOR ``�p��pMES q�iy� 1X WOOD BUCK BY 5 ::` ` Q ENs' �9 OTHERS(SEE NOTE 3, :0�.��� o? SHEETI) CONCRETE BY OTHERS �Q; No 49 (SEE NOTE 2,SHEET 1) Ii 1!4"ITW TAPCON 1 1/2"MIN.EDGE DISTANCE-CONCRETE zy STATE 8 w i 2"MIN.EDGEDISTANCE-MASONRY �O•:R w+ 1 1/2"MIN.EDGE DISTANCE- INSTALLATION ANCHOR i�F'•�'oet$?•��J� A VERTICAL SECTION 6 7 PROPERLY SECURED 1X WOOD BUCK WOOD BUCK INSTALLATION BY OTHERS(SEE NOTE 3,SHEET 1) PROTECTION BY CONCRETE SUBSTRATE PERIMETER CAULK BY OTHERS OTHERS(SEE WOOD BUCK PROTECTION BY NOTE 3,SHEET 1) EXTERIOR FINISH BY OTHERS OTHERS(SEE NOTE 3,SHEET 1) —MAX.O.A.FRAME WIDTH PRODUCT REVISED �1 FloridaA HORIZONTAL SECTION NO_Nu. d20-110a.Da L INSTALLATION E„-moue.opeu 01/2 812 0 2 5 CONCRE1E/1fASONRY SUBSTIUITE Qy t✓�J 1 o„ao—t=1 .o a„� ico�eol m � m #14 SHEET METAL INSTALLATION NOTES: SCREW/SELF-DRILLING SCREW C METAL SUBSTRATE 1, APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: INSTALLATION ANCHOR N ry -71 BY OTHERS 1.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0,42(NON-HVHZ)AND 0,55(HVIiZ) o �2 (SEE NOTE 2,SHEET i) 1.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI o EXTERIOR FINISH- oo, BY OTHERS a 1.3. MASONRY-STRENGTH CONFORMANCE TO ASTM CEO. WITH MEDIUM WEIGHT WITH DENSITY>117 PCF 3/4"MIN. 3 THREADS MIN. 1.4. METAL SUBSTRATE:STEEL 18GA(0.0428�,Fy=33KS1 I Fu-45 KSI OR ALUMINUM 6063-TS 0.048"THICK MINIMUM, 3:O w =O EDGE DIST.- -EMBEDMENT BEYOND 1,4,1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REOUIREMENTg, k m Z m .- :ii; (TYP.) INTERIOR WALL waf ol� 2, 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 1/4"MAX, TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF 0 ~ w w I-� { -r SHIM SPACE m p W h Q I- p`o 'S RECORD. a ? a ?l 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN IX BUCK IS USED.INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK PERIMETER CAULK-�r INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO BY OTHERS Q p \ STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED S C0 " d O COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ' J 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM r�- 2 ALLOWABLE SHIM STACK TO BE 1/4". w0 0 .p 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12'MINIMUM EMBEDMENT INTO -0 d O -`- /r- / `�\ 7 1-,I CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS g nl o �J SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1" < - TOLERANCE. ~:d SEE GLAZING DETAIL 1 4 6. FOR ANCHORING INTO WOOD FRAMING OP,2X BUCK USE ONE OF THE FOLLOWING: q 'F- n ON THIS SHEEP 6.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO U'S N S SECTIONSUBSTRATE WITH 7/8'IAINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN z p m N �l7 INSTALLATION WINDOW ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/_1"TOLERANCE. .= w m 7.m 17 EXTERIOR h[ETAL SUB,3rPATF INTERIOR HEIGHT 6.2. NOT SHOWN IN SECTION VIEWS:014 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO J a LL N z SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN H ©` .ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCATIONS HAVE+I-1"TOLERANCE,\ U $Z W SEE GLAZING DETAIL 1 7. FOR ANCHORING INTO METAL STRUCTURE USE 914 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 Z m> ON THIS SHEET ''-t' THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON �0 L) CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR.LOCATIONS HAVE+/-1"TOLERANCE. w-,F�Z o:2iUO �LLo B. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. w J N w 9. PERIMETER.AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. w U) J �Of 1/1" MAX. SHIM SPACE--� U)`3 > I W I ` Q SHIM AS REQUIRED—, i EXTERIOR $ x m 1/4"MAX. �� �� 0 rr SHIM SPACE 4 l3 J 2 I I I #14 SHEET METAL u a n \� SCREW/SELF-DRILLING SCREV `-7- '�'` \ INSTALLATION ANCHOR PERIMETER CAULK Robert 3.A—,-,P,E. BY OTHERS-/'`'' INTERIOR \) [I Flontla P.E.No.49752 `tttNgn1111%, 3!4"MIN. uo 3/4'MIN. 0.578"GLASS \ ,�,Q,�.'�FMES quo EDGE DIST.--I �\ 3 THREADS MIN, �� u / EDGE DIST.(tYP.) BITE `O .......... EMBEDMENT BEYOND (�1 / 11 E•..G�- (TYPJ �\ \ �!/!!f!!Y/y L, �Q-r NO-a9 52 EXTERIOR FINISH \ INTERIOR WALL C �— BV OTHERS \ \ \ METAL SUBSTRATE a 3 THREADS MIN. !` -q: tpp Z°tu.'•ac \ BY OTHERS �� EM148EGMENT BEYOND INTERIOR WAL. �9 STATE O- #14 SHEET METAL �\ \_ 7 -O•. "14! SCREW/SELF-DRILLING SCREW-� (SEE NOTE 2,SHEET 1) / yd+�: INSTALLATION ANCHOR - METAL SUBSTRATE BY OTHEF i 7/8"O.A.INSULATING GLASS �i�S�4...... SEE GLAZING DETAIL 1 ❑ (SEE NOTE 2,SHEET 1) 4�4tt1ttgtN� CONSISTING OF: l�' �1 VEI2'I'I-ALSECTION ON THIS SHEET -- - 1/8"ANNEALED GLASS, INTERIO INST'AI J�l'ITON ` '},.�T MB"f.1L SUASTRATB \ ERB TROSIFOL INTERLAYEP.BY Y.URAPAV EXTERIOR AMERICA INC..1/8" ANCHOR.-TO-SUBSTRATE ANNEALED GLASS,0.39"AIR EDGE DISTANCES ARE \--EXTERIOR FINISH SPACE,3!16"INTERIOR TYPICAL AND PERIMETER BY OTHERS TEMPERED GLASS MEASURED 1'0 BOTH 67 AULK PRODUCT REVISED SIDES OI" SUBSTRATE - BY OTCHERS g nngg GLAZING DETAIL 1 B ggt, dowlth tho Flarldo �IiORIGON'I'A1,SECT ION NOa Na. 20.1�03.08 \ •s L pl-tl-Dato0 112 812 0 2 5 "INSTALLATION ETALSUBSTRATIi Dy "S7 Ml—m Dndo Pro u,t Control < < < MASTER FRAME SASH STOP FRAME COVER N ! 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS o Q 4.170" 0 1- 1 .0151, 0.542" o <N u y u 1.400" > 0.847" x c� 1 4 Oca N 0 POCKET INSERT ® GLAZING BEAD �\ I wo a 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS o j 0.552" ti'a z 0 C7 w0 612" 1.031" ? i m�'z �:..-472" � � 0,380' �q w .. 0.825" 0.720" 0.750" a O w%m `. 3 0 U)5;8 o o F V. � ~ g 475 CORNER CONSTRUCTION Fr z "4 rn z " wul w0Jv lnD- a� w Series Tech'S108 Nliamt Dade Impact Fixed/Bill;',af Material a a 4 Item Part Numbers, Description Supplier .. {-, Rcbert n J.H uw P.E. Numbers ' Ml d.P.E,No 49752 ... . - - - 11� IV White-106017780!'AG Master Frame Energi Fenestration'*' ��J``jA�yEs qy'�:,, 2 N.White 1070 I Z736 - Sash'StopRFrame_Cover Energi 1=enesteation'*' `Qo0�P�4`crNse�9�s 3,, IV.White 107047,737 Pocket'Insert/"Center5eci ion PW ._ Energi.Fenestration**',', _ lul,a9 sz -; 4 1V Wh1te';1103I7_726 PW Glaiing Bead Enecgi"Fenestration*"' ,9 :5, 552: ikaflex'Black WetGlaze'(FixeilCenferSection) - Sika,US 6 Hurricane Laminate Im act .O'eratin Sash"E366 2:7mm'L0.9p`PVB Ku�ara America;Inc.Trosifil.interla'ec IGv 1 Cardinal P P 9 ( Y ) X T VEN=VG-12086', Black Gla ing'Tape�1/8 z^318 x-,85';-(Fixetl Center Section) : :` Industrial Sales 2N13.8K=0.0062=02&064-: Glass Setting",Blocks`Sash'(NeboreriewR,O'ao90,Shore'ADuromefer) - Frank,L'=owe'.'. =` - - !9 n!a EnduriG'Edge:Spacer.(A'1-D)Aluminum=: _ - Cardinal•.__ 'Not Shown H-808WHZ- Weep.Hole.Cover-Whrte.: Product:besign=: Not.Showm 1N0511022: ;' 30PP12=1131?50-9/16:X1.378`X'3 Foam Blocky Lindenmeyr`', **ENERGI F,ENESTRATION,,SOLUTIONS USA,�,INC.,°PER CURRENT MD NOTICE OFACCEPTANCE',(NOA)� Paeooucr REVISED mp)gin with the Florida Buiiding yo is No,4-No. 20.1103.06 Explratlaa Dato 01128/2025 Miami-0aaw r auct ontra