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HomeMy WebLinkAboutNotice of AcceptancepMIIA} M�I•DADE DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) ' BOARD AND CODE ADNIINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) NHAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 z/OG� RMJWAM Y►W4� iiizovleconoommv ES Windows, LLC COMPLUANCE f� 3550 NW 49'h Street - JUN 19 2o2'e��o �,���� �® a Miami, FL 33142 LUN SCOPE: St, Lucie County This NOA is being issued under the applicable rules and r XTa��`ts governing the u9d9coonstruction� �Q 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 afterthe 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 th e AHJ in ay 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 ith the Florida Building Code, including the High Velocity Hurricane Zone. 74®3 am DESCRIPTION: Series "EL400" Aluminum Sliding Glass Door- L.M.I. APPROVAL DOCUMENT: Drawing No. W16-73 Rev B, titled ` ES-EL400 Alum. Slid in GI as s Do or lti (L.M.I.)", sheets 1 through23 of23, dated 11/28/16 and last revised o n DEC 30, 2 02 0, prepared by Al- _G Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and revision date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Elevations in sheets 1, 2, 3, 4 and anchors requirements. See Header anchor capacity charts in sheet 6 and Glass capacity VS size in sheet 5.Overall Lower Design Pressure (DP) controls for entire the D assembly. 2. See sheets 7 thru 13 for various configurations, tracks, pockets, non -pockets and allowable frame area. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, B a ran q u illa, Columbia, S.A., series, andthe following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of thisNOA shall be considered after a renewal application has been filed and there has been no change in the applicable building codenegatively affectingthe performance of this product. TERMINATION ofthis NOAwill occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any p ortion o f 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 # 16-0617.02 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. . NOA-No. 204118.06 MIAMI•DADECOUNTY I Spa � Expiration Date: July20,2022 ' Approval Date: January 07, 2020 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted under previous approval. `_�- INNI 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-009, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 07/13/17, signed and sealed by Constantin B ortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 06/20/17 and revised on 07/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E 1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. fortheir "Sentry Glass® (Clear and White) Glass Interlayer", expiring on 07/04/18'. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex BP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC-611 Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. / Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1118.06 Expiration Date: July 20, 2022 Approval Date:. January 07, 2020 - E - 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continue) 2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq I. Chanda, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. W16-73 Rev B, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets I -through 23 of 23, dated 11/28/16 and last revised on Dec 30, 2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS l . Anchor verification calculations and structural analysis, complying with FBC-7th Edition (2020), dated 11/18/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 &-16. E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. 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", expiring on 07/08/24. 2. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. 4. Notice of Acceptance No.18-0301.06 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 11/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-711 Edition (2020) and No financial interest, dated 11/18/20, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Test Lab Compliance statement, as part of test report. 4-I l Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1119.06 Expiration Date: July 20, 2022 Approval Date: January 07, 2020 E - 2 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA No. 16-0617.02 and updates to FBC 2020 (7�h Edition) expiring 07/20/22. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR) respectively (original copy in various ES approved NOA(s) files. I 1;tG7 1. L4-7n-)" Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1118.06 Expiration Date: July 20, 2022 Approval Date: January 07, 2020 E - 3 PRODUCT REVISED as complying with the Florida Dullding Code HOA-No. 20-1118.06 Expiration Date 0712012022 By IS�71•L/,nl• Mlaml-Dade Product Contro DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688" DAYLTTE OPENING HEIGHT: PANEL HEIGHT - 5.813" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES ES-EL400 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS .PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. POCKET JAMB ANCHORS INSTRUCTIONS: USE CHARTS AS FOLLOWS HEAD ANCHORS AT INTERLOCK ENDS CLUSTER OF 4 OR 6 SEE SHEET 6 FOR QUANTITY & CAPACITY 2 TRACK FRAME HEAD .11' 2 TRACK FRAME JAMB n 2 TRACK I FRAME SILL 6' MAX. LL ANCHORS SILL AT INTERLOCK ENDS CORNERS 15' MAX. T�r' CLUSTER OF 4 ILL STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON. WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINFORCING OPTION USED. STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. �rJ[�7: a • DEC 3 0 2020 NT2-.:®•(y u V1 drawing no. W16-73 1 13/16° MIN. 10° MAX ANCHORS 'A' & 'B' 4" MAX. 6-1/8" MAX. JAMB ANCHORS V ?z CORNERS 2 X N 4 m w `Nx xz m� N x 13 AX. 6° MAX. MAX. JAMB JAMBS CORNERS � � a o_ spq 73 a a o O p e oumc 2 CIS m Na,� S O f m E, Y V ' �< e o °D a m. u o � mD N n ES-EL400 ALUM SLIDING GLASS DOORES ALUM SLIDING GLASS DOOR (L.M:I.)) AL-FAROOQ CORPORATION a E.S. wiNoows, LLC ENGINEERS& PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (c.A.N. 3638) e MIAMI, FL. 33142 TEL (305) 26"100 FAX (305)262-6978 TEL (305) 638-5151 FAX. (305) 638-5158 COMP-ANL\W16-73E 10" MAX. ANCHORS 'A' k 'B' 4" MAX. 6-1/8" MAX. JAMB ANCHORS 'C' g o CORNERS no xz m 108" DOOR FRAME HEIGHT O m 1063/4" �s PANEL HEIGHT c 2 7. tnn 1S(16• � A N \ O s N a p y I 3 N T W ; `\\ •�� Y /// m n•'�{i m13 3/4- MAX. 8' MAX.JAMBS CORNERS '%fit/�••.� .. ..:'�� m revisions: s a vote: 11_ze-1s ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a o no o e es crl Ion ENGINEERS &PRODUCT DEVELOPMENT Beale: 3�g•e)'_p• A 07.12.17 flEV. PER RER COMMENTS E.S. WINDOWS, LLC W in B 11.09.20 UPDATED TO 2020 i'9C 3550 N.W. 49 STREET MIAMI, FLORIDA 31 173 ffE �(C.A.N. 3638) C I er. br• TARIO MIAMI, FL. 33142 TEL (305) 264-8100 FAX (305) 2626979 J � W f✓J 9 chk by: TEL. (305) 638-5151 FAX. (305) 638-5158 COMP-ANL W16-73E5 w O O 0 10" MAX. 4" MAX. ANCHORS 'A' & JAMB 6-1/8" MAX. FL o on CORNERS ANCHORS V xz o ra y ` i II It II II II II II II I --_&_ II II 11 II � II II II II II II II II II --- --- --- 0.Rn1r__FF___ry_ II 11 II II I � 7� I� 108" DOOR FRAME HEIGHT 106 3/4" PANEL HEIGHTg 100 15/16" D.L. OPG. .\x\, -Ti . N y , 1 4" 6" MAX. Z (n m MA) JAMB CORNERS JAMBS �xtz 6 ES-EL400 ALUM SUDING GLASS DOOR (LM,I.) AL-FAROOQ CORPORATION a E.S. WINDOWS, LLC ENGINEERS& PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 3550 N.W. 49 STREET MIAM1, FLORIDA 33173 (C.A.N. 3538) MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 TEL (305) 2648100 FAX. (305) 262-6978 COMP-ANL\W76-73E DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH INC Nrs DOOR FFA11E HEIGHT RXNES INTERLOCK & ASTRAGAL STILES i REINF. ERLOCK & ASTRAGAL STILES H1TH REIN --T E..(.) IXr.(+) INT.(-) 30 36 42 47-1/4 48 54 60 82 " 60.0 60.0 80.0 _ 80.0 60.0 60.0 80.0 80.0 60.0 BOLO 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 78.8 52.5 52.5 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 60 84 60.0 60.0 80.0 80.0 60.0 60.0 BO.0 80.0 60.0 60.0 $0.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 78.8 52.5 52.5 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 90 60.0 60.0 80.0 50.0 60.0 60.0 BOLO 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 78.8 - - 52.5 52.5 30 36 42 47-1/4 48 96 60.0 60.0 80.0 80.0 60.0 60.0 BOA B0.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 - - 59.1 59.1 30 35 42 47-1/4 48 102 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 80.0 - - 59.1 59.1 30 36 42 47-1/4 108 - - 60.0 60.0 - - 60.0 60.0 - 60.0 60.0 - 60.0 1 60.0 AVERAGE PANEL WIDTH = DOOR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. 3/16' HEAT SfREN'D. GLASS 1 090' Intedayer Trosifol PVB By 'Kuraray America. Inc.' OR 090' Intedayer SenhyGlas OR ,Kuraray America, Inc.' .D90" Inlerloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075' Interloyer So ex CP With PET Core By 'Eastman Chemical Co. - 1-3/16" HEAT STREN'D. GLASS PRODUCT REVISED as complying with the Florida Bultding Code NOA-No. 20.1118.06 Expiration Bate 0712012022 By I5"7 1. ZA. Miami -Dade Product Control GLASS TYPE 'A' 7/16" OVERALL. LAM. Gli GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. TEMP. GLASS U 1� S/8' AIR SPACE M 3/16' HEAT STREN'D. GLASS Z m n m 090" Intedayer Trosifol PV13 h N 1. m Q d By 'Kuraray America. Inc.' I, p Z. m OR Q Wry`m C�l 090" Intedayer SentryG'as 'Kuraray 0 p LL By America. Inc.' O ILO W ORI 090' Intedayer fJ O i4 Softex Clear And Color Glass 0 'Eastman Chemical Co.' Q' 0 m o 0 L p Q Np a l 075" Intedayer Saflex CP With PET Core 'Eastman al in o m K Z .a it By Chemical Co.' W r m (Qy, King 1 r3/16' HEAT SIREN'D. CLASS Q WOE N II III � � I o N z J W N 3t w j 3O ,Cd. M p M w GLASS TYPE 'Al' e 1" OVERALL INSUL LAM. GLASS 3 Z tL 0 w W M 3/8" AIR SPACE CONSISTING OF: o c SPACER: 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' u t AROUND THE PERIMETER OF THE GLASS. d a 2ERIMETc�1ANT_ SIIJCONE DOWSIL 791 in c 0 ^ ^ H GE 2000 o o S! o !! ♦1♦11111111lI ' � o < m c DEC 3 0 No. 23 • STATE 'i I*-... __ T. i7 ♦ drawing no. J HEAD ANCHOR LOAD W 3 Z 0F O J FZ W z a N �Op`o c�i W N a N r D 02: d 11 O 0 a O yNC b O N Q W Z, 1 LL ZV)ro jISWe� Qwmf PRODUCT REVISED as complying with the Florida mi Building Code v i NOA-No. 20-1118.06 o Fxplratlon Date 07/20/2022 0 0 By Ic1-7 I•L6„h VI R v Miami -Dade Product ControlS C) Z -A W (n� N O M N a o M Z3 0 3z�r w M ui v0] 4 w M 7 con � o ' SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. - SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. c LOWER DESIGN PRESSURES FROM DESIGN LOAD CHARTOR wo HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. 11 0 I _ No. 3 1 - DEC 3 0 a ` ®•' E •'• drawing no. ��`�'•' FCORIO�.•r ��. W16-73 r"III dA!-III Lli�t sheet g of 23 CAPACITY - PSF ANCHOR TYPES 'H' ANCHOR TYPE 'C' 1/4" MAX. SHIM 3/e' MAX. SHIM I/2" MAX. SHM 3/8" MAX. SHIM DOOR FRAIAE 4 �ANCHORS BANCHOAS AT 1rlG. SI'IIS RHOS d AN®ORS AT Y7L'. S71LE ENDS fi dNCHORS AY IC4G. 5411E ENi13 4 ANCHORS AT HIO, Si7LE 8NO5 a ANCHORS AT YTG. STOE ENDS 4 ANC80RS A7 YI'C. Si7LE ENDS E ANCHORS AT IOC.AVDUGE SrILE ENDSPaNELvnDmNDCMExr.Exr.Exr.Exr.Exr.Exr.Exr.INCHES wcXCsI INT. - INT. - IM. - INT. - TNT. - INT. - INT. - 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 �30 36 J BO.D 80.0 80.0 80.0 80.0 80.0 H0.0 80.0 80.0 80.0 80.0 80.0 71.5 80.0 80.0 80.0 47-1/4 82 80.0 80.0 80.0 80.0 63.8 80.0 80.0 80.0 48 80.0 80.0 80.0 80.D 62,6 80.0 80.0 80.0 54 80.0 80.0 71.6 80.0 55.6 74.2 72.7 80.0 60 72.7 80.0 64.4 80.0 50,1 66.8 65.4 60.0 30 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 36 80.0 80.0 80.0 H0.0 80.0 80.0 B0.0' 80.0 42 80.0 80.0 80,0 80.0 69.8 80.0 80.0 80.0 47-1/4 84 80.0 80.0 79.8 80.0 62.1 80.0 H0.0 B0.0 48 B0.0 80.0 78.6 80.0 61.1 BD.O 79.8 B0.0 54 78.9 80.0 69.9 80.0 54.3 72.4 71.0 80.0 60 71.0 80.0 62.9 B0.0 48.9 65.2 63.9 80.0 30 80.0 80.0 80.0 80,0 8D.0 B0.0 80.0 80.0 36 80.0 80.0 80.0 80.0 76.1 80.0 B0.0 80.0 a2 90 aD.o 60.0 60.o aD.D ss.2 Ho.o eo.o eo.o 47-1/4 80,0 80.0 74.5 80.0 57.9 77.3 75.7 80.0 48 H0.0 80.0 57.0 76.1 74.5 80.054 73.6 80.0 SD.7 67.6 66.2 80.030 80.0 80.0 80.0 80.0 80.0 80.03sHo.oeo.o71.3 &lao.073.4 60.oeo.o60.042 96 80.0 80.0 61.7 80.0 79.8 80.0 47-1/478.9 80.0 54.7 72.4 71.080.048 60,0 60.0 535 60.0 60.0 60.0 30 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 36 60.0 60.0 60.0 60.0 60.0 6D.0 60.0 60.0 42 102 60.0 60.0 60.0 60.0 57.5 60.0 60.0 60.0 47-1/4 60.0 60.0 60,0 60.0 51.1 fi0.0 80.0 60.0 48 60.0 60.0 - 60.0 60.0 50.J 60.0 60.0 60.0 30 60.0 60.0 fi0.0 60.0 60.0 60.0 60.0 60.0 36 60.0 60.0 60.0 60.0 60.0 60.0 60.D 60.0 42 108 60.0 60,0 60.0 60.0 54.3 80.0 60.0 60.0 47-1 J4 60.0 fi0.0 60.0 60.0 48.3 fi0.0 60.0 60.0 0 t 0 DOOR oX (SHOWN) X0 XX (SHOWN) DOOR i 2 Man ©i I Q III 0 I © y, Wtil WI f� 7=-7— �l I ITO 0 OX-0 - F i F %H a OX-XX (SHOWN) -:1P is W �� n 1 zn3 pw of zN i a 5 6 `o �o - ,, c N L: �DC oGN� 00M 9 1',, o a o .'p}+ On,; O H Q W - LL N li. 2 � .. o 1 F,, 0 m NOTE: a w m f k' 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5.' _ 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. v o � n w o N n PRODUCT REVISED J as complying with the Florida Z J W Building Coda 9 NoA-No. 20-1118.06 N U N ry Expiration Date 07/20/2022 3 � 0 M m Z 3 tO Miami -Da a Product Central 9 o a 3z�o J W v u�M a w w�<� vOElusF •., 0 Na 23 3 6 O 1�1p �Q iT DE ATEdraw IW16-731. Sn. •• 'a1. .� 0 0 I % H 1 a oo K = a zz I SLn ao 7F, `-- PX (SHOWN) XP DOOR FRAME WIDTH I I j 1 zz o ,ao I I � 0 PXX—XX (SHOWN) XX—XXP DOOR FRAME WIDTH I I 1 s� I ao PXX—XO (SHOWN) OX—XXP DOOR FRAME WIDTH K/. F/. 11, I zz I Y� I 1 n�o I PXX—XX (SHOWN) XX—XXP PXX—XXP APPROVED CONFIGURATIONS POCKETED DOORS TWO (2) TRACKS i 0 0 DOOR FRAME WIDTH I I I n I zz j 4- 1 I x� 1 ao I PXX (SHOWN) XXP W F-F --- i I G� "w a O V U= FFo W Cq o 0 h to � r VOoM M o OaIN,° O W y a O EXTERIOR • NOTE., CONFIGURATIONS- 1. • FOR ILLUSTRATION PURPOSESONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS DEC 3 0 ?019 �+ to •t in 0 M." � M m� o Z3�iO Z D d vi U1 PRODUCT REVISED as complying with the Florida Building Code .-No. 20-1118.06 Expiration Date 07/20/2022 By Isi�7 Mlamt-Dade Product Control p' mow-.. •. �i �� ��: �}CENSF •'. � i a No. :�®• STATED drOwingo no. \��.FtOR10Pi.�\�� W16-73 11 5 4 e C C DOOR FRAME WIDTH - c oxx (SHOWN) xxo DOOR FRAME WIDTH 41 o- o- XXX (SHOWN) DOOR FRAME WIDTH E ! 7• F % J F i H � � o- OXX—XXX (SHOWN) xxx-xxo oxx—XXo APPROVED CONFIGURATIONS XXX—XXX NON—PONON K�DDOORS THREE 3 TRACKS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Oate 07/20/2022 By Isc--Z I•L4+4. Miami -Dade Product Control �` ��: • �1cL:NSF � � 0 DEC3 0 drawing ` no. DOOR FRAME WIDTH 0 G 0 0 I i F ii F I I Z= a a a I I I �- cxiR_ 1 ao I PXXX (SHOWN) XXXP DOOR FRAME WIDTH 1 I K F F F F E 151, zz I x� I ao PXXX—XXO (SHOWN) OXX—XXXP DOOR FRAME WIDTH 5 0 0 I . I. I F 1 zz Ln YF j U I ao PXXX—XXX (SHOWN) XXX—XXXP 'XXX—XXXP APPROVED CONFIGURATIONS POCKETED DOORS THREE (3) TRACKS NOTE: V w M 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS m REQUIREMENTS SEE SHEET 5. Z 3. FOR ANCHOR DETAILS SEE SHEETS; 14 THRU 19. 0-'4 W N N a a' 'S I o ,a C.Op_m U j N • I�Ly Y� p Iu O.biv'Ir u'pui,, picot 0 aW=LLB {L Z.N _ o Q Z cq ^ v O N � O � N � o v PRODUCT REVISED as complying with the Florida m 0•t Building Cade o -1 W ' NOA-No. 20.1118.06. N �,it it Expiration Date'0712012022 3 By I51-7I.L/n h Q p M m Miami -Dade -Product Control Z 3 1O S�2 � �0¢_ (�� N WWJ F- 9. ' VOENSF•• m 0 No.81223 = I I DEC 3 0 2020 �Q 9��� drawing9 no. ., s ••••....... � � W16-73 YONALt���`` sheet l0 of 23 DOOR FRAME WIDTH aa3 � F F F rc 0 0 OXXX (SHOWN) XXXO DOOR FRAME WIDTH F F F 0 0 0 XXXX (SHOWN) EXTERIOR H" F F � (SHOWN) EXTERIOR FOUR (4) TRACK W NOTE: 4" I 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z m REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. — 1; �, N F-z n O` U p fV m W CY p» ' M p aao p�N�� O t O PRODUCT REVISED Q w m c k as complying with the Florida Building Code NDA-NO. 20-1118.06 m Expiration Data 071201202 2 J N in By I5u-7r.u+�L Mlam"ade Product Control O N 0 � zl F z -j W Q M N j -4 `\\• moo^;-.: No. DEC 3 0 2020 � m i � 1 :�dy�, drCwing9 no. 9� W16-73 sheet � 1 of 23 Y 0 c a DOOR FRAME WIDTH I K % F j I o0 45 a G� o- I zz I' ao PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOMNo. 20.1118.06 Expiration Date 07/20/2022 By IS1-.71•L4,nk Mlaml-Dade Product Control I /F I a F F F F F z Z O+ dm d° •A -0 -0 I �N I � PXXXX—XXXO (SHOWN) OXXX—XXXXP APPROVED CONFIGURATIONS POCKETED DOORS FOUR (4) TRACKS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. II v' n o: 0 a rn ... m W 23 m C6Ina- j O C M N 'O m 0 `r 3Z1i o d �0 Un w La k' _ ��'•: VCEN3F'• i 0 No. DEC 30 drawing9 no. RIoI'-.��A, W1.6-73 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 0712012022 By Miami -bade Product Control DOOR FRAME WIDTH I .H 1 .o. Z Z 1 I {.N I y� I ao PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP APPROVED CONFIGURATIONS ,POCKETED DOORS FOUR (4) TRACKS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. �v Z qi n O� w F �m Q a � a M O O V c O G.f'n n ii' o:ut a Oaoa� � a MNZo� u Z 009 Q al _j ����: VCENSLc '•.. : I .o No. 23 3 O STATE 6ls� drawing ` no. DECO P:. ?010 %S;�.FtomoG� W16-73 TYPICAL ANCHORS SEE ELEV TYPICAL ANCHORS FOR S PACING SEE FOR P�CIN S �V* I EDGE DIST, 18Y OR WqOD BUCK ta N13/16o M go ED2E DIST. 1 13/16' I CONCRETE 3 KSI MIN. w 0 77— NM —4 ---------- IT --------- 14-1 ------------- t F CNI M14 El on 0 - 0 t M13 U, 00 to Tq E4 PRODUCT RMSED as complying with the Florida _j Oullding C ode NOA-Ho. 20-1118.06 Expiration Date 07/2012022 By !E 0 0 W 0 4 R 0 M'n I 0 0 0 —Z 2� tj tj Lr.; Lj M13 E15 M9 E9 E2 M13 E17 M12 E17 It E18 M5 4 11 Lij A .0 IVIS E2 u 12- 0 CONCRETE M 4 ........... CONCRETE : .*::.,.,.,.".'.'.,.* .......... 4 2 MIN. POURED & HARDENED HIGH STRENGTH GROUT 3 ktI'MIN". . MIN., NON -SHRINK, NON-METALUC f'c - MIN. '*HN;.- No. 223 DEC 3 2020 MO PSI NOT BY E.S, W W.' 1) MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS TYPICAL SEE ELEq. ANCHORS STATE SEE ELEV. FOR SPACING FOR SPACING 'I'll tit,, TYPICAL ANCHORS: SEE ELEV. FOR SPACING FTY AT HEAD — . . — — , — —1 PE W- 1/4" DIA. ULTRACON+-BY 'DEWALT' (Fu=164 KSI, Fy--148 I(SI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. THRU 2BY BUCKS INTO CONCRETE MI 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" N. EDGE DIST. TYPE '13'-- 1/4- DIA, ULTRACON+ BY 'DEWALT' (F-164 KSI, FY-148 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED INTO CONCRETE. 1-1/2" MIN. EDGE DIST. TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRAIION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AT SILL 'DEWALT' 1/-4' D*IA—ULT—RACON+ 13Y (FU-164 KSI. FY-148 KSI) DIRECTLY INTO CONCRETE 1-3/4- MIN. EMBED INTO CONCRETE L — . — — — — — — .— — — . — — --1 AT JAMBS — — - — - — — I—TYP—E'A'-- - 1'/-4' DIA—.1ULT—RACON+ BY 'DEWALT' (FU-164 KSI. FY-148 9SI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE '13'- 1- BY 'DEWALT' (Fu=164 XSI. Fy-148 I(SI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2" MIN. EMBED INTO CONCRETE 2" MIN. EMBED INTO GROUT FILLED BLOCKS TYPE 'C'- 1/4" DIA. TEKS OR --SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — — - — - — - — — - — - ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. FOR SPACING METAL RUCTURES EDGE DIST. 1 13/16- 1/8- THK. S' 7MTYPICA%�ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as cornplying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By 10-7 1. 411—%, Miami -Dade Product control MIAMI-DADE COUNTY APPR'D MULLION SEE SEPARATE NOA I BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE E FOR iMING mll-,4" z R �m t us 0 IL ct 61; v) 0 0 10.20:4 5 0 or.@ ul 0-0 N tn-.: 0 zz W z M 1,102 0 0 a) z o�s Lj DEC 0 drawing no. -0. �411TF OR ........... W1 6-73 TYPICAL ANCHORS S FOR 11 2i 41 0 21.* 1/2" MAX. LOAD BEARING SHIMS PANEL WIDTH REINF EE jHA§ REQD. S EET 5 FOR CAPACITY IBY OR 2BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV FOR SPACIN6 f EXT. 0 1/2" MAX. .. REINF. AS REGO. . . SEE SHEET 5 EXTERIOR FOR CAPACITY in TYPICAL ANCHORS SEE ELFV. FOR SPACING �9 Im 4% TYPICAL ANCHORS z SEE E LEV FOR SPACING Su 0 0 M 0 �zs - 3> US) z at F SHIMS 3/8" MAX. )AD BEkRING SHIMS PRODUCT REVISED as complying with the Florida Ei Cr Building Code .OA-No. 20-1118.06 a vNv) 3: �2 Expiration Date 0712012022 0 C) Z— LO Ld 0. DEC 3 0 2g2a "ZORIDI'.- ........ W1 6-73] 11"'AL fit%%% PRODUCT REVISED z po as complying with the Florida Building Code .0 2 HDA-Ho._10411`18.06 zW Expiration Date 07120/2022 a. 1 G 0 It 0 0 0 0 By 0 y a Mijen-1-Dade Product Control IL 0 t RM u =,, a � of 0 � M , 0 IRE 101 -C 0 HOOK STRIP ANCHORS , z SEE LEVS FOR SP CIN6 W 3 Ulu) z ry 00 HOOK STRIP ANCHORS.: SEE ELEV. FOR SPACING C 12 14 M4 1 &' DiA, u (Fu-164 KSI. Fy-148 KSI) G DIRECTLY INTO CONCRErE OR GROUT RLLED BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE 1-3/4" MIN. EME39D-INTO GROUT RILLED BLOCKS G #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 8 1-1/2- MIN. PENETRATION INTO WOOD B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) f 1 INTO METAL STRUCTURES 0 (n (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) -j STEEL. 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 Q 0 [L (STEEL IN COIfIACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANC La INTO CONCRETE AND MASONRY - 2" MIN. POCKETED JAMB OPTION INTO WOOD STRUCTURE — 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. POCKET CAVITY NOT BY 'E.S. WINDOWS' NOT PART OF TH(S NOA TO BE REVIEWED BY AHJ DEC 0 292U STATE Fdrawing no.� I W1 6 311 1BY OR 2BY WO B (SEE NOTE SHEET 1) EDGE -DIST. 4) ANCHORS 101 FOR SPACING PRODUCT REVISED as complying with the Florida Building Code 10A-No. 20-1118.06 Fxpiration oato 0712012022 By 159-7 1. zh� Miami -Dade Product CoWt-rol FOR SPACING C.INCRETE 3 KSI MIN. WOOD 3 5/8- EDGE.DIST MIN: TYPICAL ANCHORS SEE ELEVS. FOR SPACING (SEE NOTE SHEET 1) METAL STRUCTURES �-I/81 THK. 4% IU (SEE SHEET 15) M EDGE 3 5/8- DIST, MIN. I- W IX 0 mat 0 t M, M TYPICAL ANCHORS SEE ELEVS. 0 FOR SPACING -- ----------- If -_D_AD_E_C_0_U_NT_Y _�PP S EE EPARATE NOA E IS) TYPICAL ANCHORS TYPI SEE ELEV. SEE FOR SPACING FOR 1/2- MAX. LOAD BEARING SHIMS 3 TRACK FRAMES ANCHOR LOCAMONS Cy .0 r�.' -, -. .10 IL 0 4 cc Z9 D MU ON I LL. AL ANCHORS -j 5j 0 C) M a 't z 2� 0 Lj _j 0C No. DEC 3 2829 [drawing n I W1 6-7.3 1BY OR 2ffY W M WOOD BUCK (SEE NOTE SHEET 1) ;AM EDGE DIST. ;E MIN. TYPICAL ANCHORS SEE ELM. TYPICAL rOR SPACING ANCHO SEE ELEVS. FOR SPACING 7- PRODUCT REVISED as complying with the Florida Building Code HGA-Ho. 20-iiig.06 Expiration Date 07120/2022 By I-, , """� '. ct.ontrol WOOD FOR .... ........ ...... ... ............ ..................... �.'�-.CONCRETE EDGE 1 5' 6" -Ww.: 3 KS1 MIN. METAL STRUCTURES 1/8" THK. u 4% (SEE SHEET 15) M EDGE DIST. 3 5/8- z R 0 CNI TYPICAL ANCHORS SEE ELEVS 'SPACIk FOR > M RE ----- 8 0 ca MIAMI—DADIE, COUNTY APPR'D MULLION SEE SEPARATE NOA 0 16 (SEE SHEET 15) ------------- ---- I i z M W 0 LTYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SPACING SEE: Er idING SEE ELEV SEE ELEV FOR FOR S FOR S�AZING FOR SPA6NG z -j W 6�1 1/2" MAX. LOAD BEARING SHIMS 1/2" MO. I —LOAD —SEARING SHIMS 3/8' MAX, LOAD EARING SHI a ER: Of U; '15 0 ,, z 3� -j �2 Lj j r E3B L �2 Li Li EXT. EXT. EXr. EXT. 1/2- MAX. 113Y OR 2BY LOAD BEARING SHIMS WOOD BUCK (SEE NOTE SHEET 1) No. 3 3 drawing no. 4 TRACK FRAM S1 E- W1 6-73 ANCHOR LOCATIONS I Ili %it Fshe.t — 19 -f 22 ITEM PART REQD. I DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El ES-EL400-001 1 FRAME HEAD (2 TRACK) 6063-T6 - EIA ES-EL400-201 AS REOD. FRAME HEAD (3 TRACK) 6063-T6 - EIS ES-EL400-205 AS REGO. FRAME HEAD (4 TRACK) 6063-TB - E2 ES-EL400-002 I FRAME SILL (2 TRACK) 6063-T6 - E2A ES-EL400-202 AS REOD. FRAME SILL (3 TRACK) 6063-T6 E28 ES-EL400-206 AS REOD. FRAME SILL (4 TRACK) 6063-T6 ES-EL400-003 2 FRAME JAMB (2 TRACK) 6063-176 E3A ES-EL400-203 AS REOD. FRAME JAMB (3 TRACK) 6063-T6 E313 ES-EL400-207 AS REOD. FRAME JAMB (4 TRACK) 6063-T6 PE3 E4 ES-FL400-004 I/ PANEL TOP RAIL (INSUL LAM. GLASS) 6063-TB E5 EL400-OG5 A/ PANEL BOTTOM RAIL (INSUL LAM. CLASS) 6063-T6 IS EIS ES-CL400-006 AS REDD. JAMB STILE (INSUL. LAM. GLASS) 6063-T6 E7 ES-EL400-007 AS REDD. INTERLOCK STILE (INSUL LAM. GLASS) 6063-T6 - ES-EL400-009 I/ PANEL TOP RAIL (LAM. GLASS) 6063-176 - E9 ES-EL400-010 I/ PANEL BOTTOM RAIL (LAM, GLASS) 6063-TG - EIO ES-FL400�011 AS REQD. JAMB 5MLE (LAM. GLASS) 6063-TB - I I Ell ES-EL400-012 AS REDD. INTERLOCK STILE (LAM. GLASS) 6063-T6 - I E12 ES-EL400-013 AS REDD. ASTRAGAL STILE (LAM. GLASS) 6063-T6 - E10ES - 2A ES-EL400-008 AS REQQ. M ASTRAGAL STILE (INSUIL LAM. GLASS) 6063-T6 - I E13 ES-EL400-014 , AS REDD. JAMB COVER 6063-T5 - E14 ES-EL400-015 AS REQD. G POCKETJAMB 6063-TIS - EIS _r ES-EL400-016 A S REOD. SILL TRACK 6063-TS - E16 ES-EL400-017 AS REQD. HEAD COVER 6063-T5 - ES-EL40D-015 AS REOD. SILL RISER 6063-76 E18 ES-5L400-020 AS REOD. FIXED PANEL BOTFOM GUIDE 6063-T6 - E19 ES-EL400-021 AS REOD. INTERLOCK REINFORCEMENT 6005-TS - E26 ES-6011 AS REQD. SCREW COVER 6063-T6 - Mi ES-EL400-GOI 4/ PANEL GLAZING GASKET (LAM. CLASS) SUCONE OUROMErER 70*3 SHORE A M2 ES-EL40O-G02 4/ PANEL GLAZING GASKET (INSUL LAM. GLASS) SILICONE DUROMETER 701:3 SHORE A M3 ES2020-GO4 AS REQD, INTERLOCK BUMPER PVC, DUROMErER-60*5 SHORE D M4 W3327INK AS RECO. PILE W'STRiPPING (INTERLOCK) WOOL M5 W3318INK AS REDD. PILE W'STRIPPING WOOL M6 M6 PSOI-0014 AS REDD. DOOR HANDLE DIE CAST ALUM IWO POINT HANDLE M7 PS01-1015 AS REOD. STRIKE FOR MORTISE LOCK ST. STEEL - MB .B PSOI-1036 AS REOD. MORTISE 2 POINT LOCK ST. STEEL - KM7 M9 GT-R34/3-01-A 2/ PANEL ROLLER ASSEMBLY ZAMAK - M, M10 6844.1 AS REQD. 113UMPER ALUM/NYLON - Ml- M, I ES-EL400-FPI SL AS REQD. I FIX. PANEL CUP ST. SUEL - M12 #a X 3/4- AS REOD. IKEEPER FASTENERS ST. STEEL P.H. SIAS M13 #10 X 1-1/4' AS REQD. I PANEL ASSEMBLY FASTENERS ST. STEEL P.H. SMS M14 #12 X 1-1/2' AS REDD. FRAME ASSEMBLY FASTENERS ST. MEL P.H. SMS M15 #6 X 3/8 . AS REDD. F1 . PANEL CUP FASTENERS ST. STEEL P.H. SMS MIS #8 X 1/2- AS REDD. FIX. PANEL CUP FASTENERS ST. STEEL F.H. SMS M18 #10 X 1/2- AS REDD. ROLLER FASTENERS ST. STEEL P.H. SMS M19 #10 X I- AS REDD. LOCK INSTALLATION FASTENERS ST. STEEL F.H. SMS M20 #3 X 1/2- AS REOD. HANDLE INSTALLATION FASTENERS ST. STEEL I F.H. SM SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SIUCONE. M 4%� z 0 0 LU Mot cy 0 0 11- oo�2 m m U. HS V; 1: 301 0 to!5 6 10, 2 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06- Fxpimtlon Date 0712012022 By MIWm-1-Daa6 F.-dW.1 Control m m -j Ei vi In zi _j 3: 2E W 0 (6 If) Ld < In LOCK� SURFACE MOUNT METALLIC HANDLE AT 44" FROM BOTTOM FASTENED TO �CFHK SM1,LE(q (2) #8 X 1/2 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK 44' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) #110 X I . FH SMS SURFACE MOUNT METALLIC KEEP ER AT 44' FROM BOTTOM FASTENED TO FRAME JAMB,4D ASTRAGAL STILE WITH (3) #a X 3/4' PH SMS t92 No. DEC 3 0 2029 IS 0.. fdrowing no. I W1 6-73 4.575 062 5.686 7.496 r.062 070 1 1.15 I . 51 1 . 51 1 FRAME HEAD (2 TRACK) RA FRAME HEAD (3 TRACK) 1 01, FRAME HEAD (4 TRACK) .062 2.000 062 2.000 .070- 2.000 58 .6 a T—L �.782 - 5.894- 7.704 n. FRAME SILL (2 TRACK) n- FRAME SILL (3 TRACK) FRAME SILL (4 TRACK) 380 .380 r 072 .062— r 3.715 4485 5.686 5.525 7. 6 7.335 r .062— f.�012 1 .062 L L 8 - IS ( le FRAME JAMB (2 TRACK) FRAME JAM 3. TRACK) FRAME JAMB —[—.062 LL=7-12j, .433 .1781 2.750 E R, POCKET JAMB PRODUCT RMSIED as coniplying with the Florida Building God; NOA-No. 0_1118.06 Expiration Date 0712012022 By 151-7 1. Z4-�, Mlaml-Dad. ProducFc-antrol z 9' W 2 2 0, 51) cr.>R 0,: In < U) W,- 0 z Q m LLJ ES Q� :3 Cq < Z U5 o u) Lj Lo No. FH2 3 DEC 3 2020 drawing n a' —7 ......... W16 3 1.340 — 5--7 1.811 2.686 PANEL TOP RAJL 2.993 ::7.621 [2 2.118 L i—; 1 1.340 PANEL BOTTM RAIL — 1.340 1.811 2 686 . L W,1162 PANEL TOP RAIL 2.993 2.18 114-1-1,11-1 � 1.340 �— PANEL BOTTM RAIL (INSUL LAM. GLASS) 2.1926 2.,926—, ­7 0 .062 .062 �.4911 F7 : —'0 1.49 70 1.34 1.34 O.'j Ff5l t2.05i 2.0 1 PANEL JAMS T-F-2.750— .115 -T 1,340 1.798 INTERLOCK STILE .500 -1 — 2.551 SILL RISER PANEL JAMB STILE (INSUL LAM. CLASS) 2.750— T— .115 7 340 1.7 1. rl.622� INTERLOCK STILE ONSUL LAM. CLASS) ASTRAGAL STILE ASTRAGAL STILE (LAM- GLASSI I fl 2) (INSUL. LAM. GLAS! 1.732 1.350 - .12 929 F 019 INTERLOCK STIFFENER 1.863 r _.441 t 81X. PANEL BOTTOM GUIDE .711 C.050 .512 T— 040 T J t7l I" — HEAD COVER .243 JAMS COVER .287-1 r- —1 .040—y— - 711 T TRACK INSERT I �"26) SCREW COVER ;0 GLAZING GAKEr LAM. GLASS 2 .062 GLAZING GASKET (9 INSUL LAM. GLASS MATERIAL � SILICONE HARDNESS - 70+3 TFNkE STRENGTH - 1139 PSI ELONGATION AT BREAK ; 235% TEAR STRENGTH - 10 Lb/IN BRITTLENESS TEMPERATURE = -40* F COMPRESSION SET - 12.5% (22h*217F) PRODUCT REVISED as complying with the Florida Building Code .OA-H.. 2041`118-06 Fxpimtfon Date 07/201202 MlamPD—adF, =odu.—t Caiitrol Z 2 0 0 Q 0 d cq—s d. E I., I at: W 0 �,�n 0:) g I go cy 0 Im m 0 a.04 � 0 13 m0 z , R I D W e ZLJ Im, 2 5 m 0 —j LU It :3 (,j J,- C14 ig. 0 -q- 2i 0 W 'r C 8,� No. 2 DEC 3 2g2a bu drawing n 100 STATnE WA M CAI� W1 6-730* . .......... 2z w 0 Ij 0- 0 -a tic U) U) z 0 0 E Hs j on FRAME TOP CORNE mi 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER 0 4 TRACK FRAMES (SIMILAR) WITH (2) ADOL FASTENERS PANE TOP/80TEOM CORNE LAM ' GLASS RAIL & STILE (SHOWN) INSUL. LAM. CLASS RAIL & STILE (SIMILAR) Z-1 z III cq, ;nj 0 z :;r 2� u- z- M14 PRODUCT REVISED ui C:) �i w n R as CO- ith the Florida .11 It. . :16YIN9.11, NoA-No. 20.1118.06 - Expiration Date 0112012022 S o Ile o� DEC 3 0 No. FRAME Q07rQM CORNE 2 TRACK FRAMES (SHOWN) 15— 1i 3 TRACK FRAMES (SIMILAR) WITH (1) ADOL FASTENER 0 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS I W1 6-73 fill I, Identification Schedule for Opening Protective Device. or System (Diefollowingmininiunz in/bimation sliall be providedtofacilitateplan review andinspection of theproposed installation, openingprotective device or systent) Address: 801 S OCEAN DR UNIT 506, FT PIERCE, FL 34949., - Type of Structure: PERMIT#: Dev. —4 Device Type Device Manufacturer Approval Opening Width Ope Height Shutter Width Shutter Height # Storm Bars Req. Anchor SDacing Header Reinf. Req I NOT COVERED NOT COVERED No 2. NOT COVERED NOT COVERED No —3. NOT COVERED NOT COVERED No 4. Impaci SGD ES WINDOWS - FBC 142.75 79.5 142.75 79.5 N/A SeeEngineering No 5. NOT COVERED NOT COVERED - No 6. NOT COVERED NOT COVERED No 7'. NOT COVERED— NOT COVERED No C gg,