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HomeMy WebLinkAboutAPPROVED, NOA, ES EL400 SGD 20-1118.06M IAM I•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economv ES Windows, LLC 3550 NW 49" Street Miami, FL 33142 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 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 forquality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL400" Aluminum Sliding Glass Door- L.M.I. APPROVAL DOCUMENT: Drawing No. W16-73 RevB, titled "ES-EL400Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of23, dated 11/28/16 and last revised on DEC 30, 2020, prepared by A1- 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 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 aran quill a, Columbia, S.A., series, andthe following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe 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 # 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 I. Chanda, P.E. NOA No. 20-1118.06 MIAfr IOADE COUN [1G �e]s Expiration Date: July 20, 2022 + + Approval Date: January 07, 2020 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted underprevious approval. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.L)", sheets I 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 Bortes, 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 E1300-09. 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. for their "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 HP 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-5' Edition (2014) and FBC-6` Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Z 4'1'1 ek 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 1 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 1. 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-71h 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. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-1118.06 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 (7th 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. Ishaq 1. 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 Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By 151-71 Z4" Miami -Dade Product Control DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688" DAYLITE 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-EI.400 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 2BY 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)'. 6" MAX. HEAD CORNERS io M .0 !� IcQa ' w z O POCKET JAMB ANCHORS INSTRUCTIONS: USE CHARTS AS FOLLOWS 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. 15" HEAD ANCHORS AT INTERLOCK ENDS CLUSTER OF 4 OR 6 SEE SHEET 6 FOR QUANTITY & CAPACTTY 95 3/8" SILL ANCHORS AT INTERLOCK ENDS CLUSTER OF 4 TYPICAL ELEVATION OX DEC 3 0 2020 2 TRACK FRAME HEAD .' 1. 2 TRACK FRAME JAMB 2 TRACK FRAME SILL %.v Z �m 0 �, m a'0 �$ 0WR 0t,nn Ooa.t o?� 0 0tIr. Z�N aWy�m jz0S QwM III ....... 00ENSF' •. m T 'p O NO. n 9 SATE F drawings no. �gg°qq •.!2o1�®P.•�A ��,` W16-73 POCKET JAMB ANCHORS 15" MAX. 6" HEAD TYP. HEAD ANCHORS 6" MAX.io 3" AT INTERLOCK/ASTRAGAL ENDS CORNERS "� ADDL. CLUSTER OF 4 OR 6 SEE SHEET 6 PAIR FOR QUANTITY &CAPACITY '- l ` : 2 TRACK __• \__ 6" FRAME HEAD 189" TYP. FRAME WIDTH ODOOR I �o 0 it II II II II I 11 II II I� j. �7 II II II II 11 I I u Ir -- II II II II II II II I� ,I tl FALSE MUNTIN� B Do OPTIONAL 42 i/2" 42 1/2^ D.L. OPG. D.L. OPG. 48 3/16" 48 3/16" PANEL WIDTH PANEL WIDTH tlY 2 TRACK FRAME JAMB 2 TRACK _ _ FRAME SILL 6" MAX. SILL \ z SILL ANCHORS CORNERS 15" MAX. 6^ AT INTERLOCK/ASTRAGAL ENDS SILL TYP CLUSTER OF 4 TYPICAL ELEVATION OX-XO PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By I s"7 I. Z4- Miami -Dade Product Control III a: CD 0 J JC J z -� w On O� v=i in(1 v> 0 a, n a ?' Z tL o J 1I (n ttf .. W L,)j� F o�e���'vCEN3lc°r°i m o i m A p No. 223 t DEC 3 0 202A =�: ®� S �A drawing no. W16-73 6" MAX. HEAD CORNERS I.N I 15" MAX 6" HEAD ANCHORS HEAD TYP AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 OR 6 3" SEE SHEET 6 \ i ;PAI FOR QUANTITY & CAPACITY 'o g M 279 9/16" TYP. I L 11 II II II II II IT -If- II II u n n IF II II II II II II II II I II II II 11 II II 11 II II _JI_==_IL_ _ _LL_ �I I� POCKET JAMB FALSE MUNTIN B D ANCHORS OPTIONAL 42 1/2" 42 1/2" D.L. OPG. D.L. OPG. 48 3/16- 48 3/16" PANEL WIDTH PANEL WIDTH 6" MAX. SILL CORNERS M PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By 1 S�7 I. Z4-1, Miami -Dade Product Control SILL ANCHORS AT INTERLOCK/ASTRAGAL ENDS TYP. CLUSTER OF 4 TYPICAL ELEVATION oxx-XX0 3 TRACK FRAME HEAD 77 3 TRACK FRAME JAMB 3 TRACK FRAME SILL ("5� �CECNo.89223�C� q q� .3 0 202UST �drawing no. 0�orno �o�e W16-73 6" MAX. HEAD CORNERS I I. n u- 11 it II II '7----1 -T---- TT- il II F II II o f z o 0 n II o II II II � II --II II II II POCKET JAMB ANCHORS 42 1/2" 42 1 D.L. 48 3 D.L. OPG. 48 3/16" 4NEL WIDTH PANEL 6" MAX. SILL CORNERS 15" MAX. 6" HEAD ANCHORS HEAD TMP• AT INTERLOCK/ASTRAGAL ENDS 3" CLUSTER OF 4 OR 6 AD DSEE SHEET 6 1O � PAIR FOR QUANTITY &CAPACITY M 6" -. 370" FRAME ii F � FF !' SILL ANCHORS 78" MAX. L,CLUSTER AT INTERLOCK/ASTRAGAL ENDS OF 4 TYPICAL ELEVATION OXXX—XXX0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By I s�7 I. Z4-n Miami -Dade Product Control DEC 3 ® 2929 M Z m�% O M 4 TRACK Z Q f W Z FRAME HEAD N 12L 0w�`" IL �. C 0,5ga of 0a2 8 0aco 4 O � U N Z0 N QW-� �ZN:g JOmd � a M Qwmf k MEQ 2 16/16" O p I m MIN. N o � !Qn J X amw �z c, z -Jri -jw � o K N O n �r Z 3 J m 3 2 lU- o 4 TRACK w O FRAME JAMB w h.l 8 4 4 TRACK N FRAME SILL �.......... m k p r °• STATE drawing o no. \°�°�ep;2ORODP�.��a`s� W16-73 DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES INTERLOCK & ASTRAGAL STILES WTTHOIJT REINF. INTERLOCK & ASTRAGAL STILES WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 47-1/4 48 82 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 59.1 59.1 78.854 52.5 52.5 70.060 - - :78.8 47.3 30 36 42 47-1/4 48 54 60 84 60.0 60.0 80.0 60.0 60.0 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 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 90 60.0 60.0 80.0 80.0 60.0 60.0 80.0 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 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 - - 59A 59.1 30 36 42 47-1/4 48 102 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 59.1 59.1 L47/4 108 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 Ett A Ell E) E19 Fiml F/ Ett n2 1 Et9 E) Ell INTERLOCKS ASTRAGAL INTERLOCKS W/O REINF. W/O REINF. WITH REINF. 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 STREN'D. GLASS 090" Interloyer Trosifol PVB OR Kuraray America, Inc.' .090" Interloyer SentryGlas OBy R Kuraray America, Inc.' '090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR I 075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16" HEAT STREN'D. GLASS Z d M i m 0 w 0 PRODUCT REVISED w as complying with the Florida Building Code NOA-No. 20-1118.06 GLASS TYPE 'A' Expiration Date 07/20/2022 7/16" OVERALL LAM. GLASS By I5k-71.C4"k GLAZING OPTIONS Miami -Dade Product Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION E"' Et9 DECLARATORY STATEMENT DCA05-DEC-219 ASTRAGAL WITH REINF. 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 AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB OR Kuraray America, Inc.' .090" Interloyer SentryGlas OBy R Kuraray America, Inc.' .090" Interloyer Saflex Clear And Color Glass 'Eastman Chemical Co.' R .075" Interloyer ISaflex CP With PET Core By 'Eastman Chemical Co.' 6" HEAT STREN'D. GLASS GLASS TYPE 'AI' 1" OVERALL INSUL. LAM. GLASS 3/8" AIR SPACE CONSISTING OF - SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 M;�.V Zn oZ q Q 2 $ N O: OOCq c dW N I 2 C h 9 08HM d C M O Q aapN O 111 t R M. C20Cv Q W Z LL N LL W In 0 J 005 J QWmik Ce 0 0 F� � 3F•'°. II o DEC 3 Z No. 29 ®•'• STACF drawin o �<S/ g no. HEAD ANCHOR LOAD CAPACITY - PSF ANCHOR TYPES 'A' & 'H' ANCHOR TYPE 'C' AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES 1/4" MAX. SHIM 1 3/8" MAX. SHIM 1 1/2" MAX. SHIM 3/8" MAX. SHIM 4 ANCHORS AT MTG. SNGE ENDS 6 ANCHORS AT MTG. SPHB ENDS 4 ANCHORS AT AM. SIRE ENDS 6 ANCHORS AT MTG. SIRE ENDS 4 ANCHORS AT MTG. ME ENDS 6 ANCHORS AT 9%. STILE ENDS 4 ANCHORS AT MTG. STU ENDS 6 ANCHORS AT MTG. MR ENDS EXT. (+) INT - EXT. (+) INT - EXT. (+) INT - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - 30 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 36 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 42 80.0 W-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 63.6 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 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 00.0 64.4 80.0 50.1 66.8 65.4 80.0 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 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 80.0 80.0 48 80.0 80.0 78.6 80.0 61.1 80.0 79.8 80.0 54 78.9 80.0 69.9 80.0 54.3 72.4 71.0 80.0 60 71.0 80.0 62.9 80.0 48.9 65.2 63.9 80.0 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 80.0 80.0 80.0 80.0 76.1 80.0 80.0 80.0 42 90 80.0 80.0 80.0 80.0 65.2 80.0 80.0 80.0 47-1/4 80.0 60.0 74.5 80.0 57.9 77.3 75.7 80.0 48 80.0 80.0 73.4 80.0 57.0 76.1 74.5 80.0 54 73.6 80.0 65.2 80.0 50.7 67.6 66.2 80.0 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 80.0 80.0 80.0 80.0 71.3 80.0 80.0 80.0 42 96 80.0 80.0 78.6 80.0 61.1 80.0 79.8 80.0 47-1/4 78.9 80.0 69.9 80.0 54.3 72.4 71.0 80.0 48 60.0 60.0 60.0 60.0 53.5 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 60.0 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 60.0 60.0 60.0 48 60.0 60.0 60.0 60.0 50.3 60.0 60.0 60.0 30 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 36 108 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 42 60.0 60.0 60.0 60.0 54.3 60.0 60.0 60.0 47-1/4 60.0 60.0 60.0 60.0 1 48.3 60.0 60.0 60.0 SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED as complying with the Florida g ,LOa Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 0 By I s�� I. LS,�k M Miami --Dade Product Control g J< U UL J z = W o � M 0 0) Z3�e � 3ZL`o w V p Lj w Q 41M�F FA I o P1o. 3 I DEC 3 01020 drawing o no. '' �'� zo..or:��® `� W16-73 i `a a c c c C C C c DOOR FRAME W. 1 lr!j Ii y felt OX (SHOWN) XO DOS OR.__FRAME� r7 F � o- XX (SHOWN) OX—O (SHOWN) O—XO z�- Q n Z QwN`mc a�N � o !W- 06U) Ci Oo_M > 9aco� Q0��3 IaZ°^ NOTE: Q W 01 f F 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. — © I O II © I516� 71 OX—XX (SHOWN) XX—XO OX—XO XX—XX APPROVED CONFIGURATIONS NON —POCKETED DOORS TWO (2) TRACKS i m O o N N O v PRODUCT REVISED U < as complying with the Florida 0 J w Building Code z J 1.1 NOA-No. 20-1118.06 Expiration Date 07/20/2022 p By sc.a� I. LS,�k a Miami -Dade Product Control p Z 3 tD N L0 Q _o NoT23 DEC 3 a 20Z08T1�® drawing o no. .�ORioP�.�®�v W16-73 I a w � I K C 0Z I zz K O Cz O U ~ I ao I PX (SHOWN) XP 2AME WIDTH N ��U wIL F_a ___ h 1 Y= Z M O O Z h� �OO`,O 3 Q U O f W N LL Zm_ �0 Qwmi� te m N EXTERIOR t itn 0 NOTE: o N 0 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. () H 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. z J w asIr FA to co Z� F 0 "' I Z3J Z I'- n w o g n w W M :� r PXX—XX (SHOWN) XX—XXP FRAME WIDTH I � F iS E �a IZoz o -0 Isr PXX—XO (SHOWN) OX—XXP DOOR FRAME WIDTH I 4a H¢p a a a Izz w I Zz n I ow lao PXX—XX (SHOWN) XX—XXP PXX—XXP APPROVED CONFIGURATION POCKETED DOOR TWO (2) TRACKS EXTERIOR 0 t N � r PXX (SHOWN) XXP C°��� QaOo� �MZo� W CEC 3 0 zd?A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By I51-71 Miami-0ade Product Control F • No. I Al. ® �4/� drawing no. W16-73 ''i��i®d�°�d•t�e�°°��' sheet g of 23 DOOR FRAME WIDTH E F F k G o- a C C 0 0 OXX (SHOWN) XXO DOOR FRAME WIDTH XXX (SHOWN) •� F j J � F i. H F F �• , OXX—XXX (SHOWN) XXX—XXO OXX—XXO XXX_XXX 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 Date 07/20/2022 By IS�'-7I•Z4'nk Miami -Dade Product Control to 16tv Z Or hw Z h W QIL a� �00 a N 1zaL- I 0 t '� n ILa� C:00 aM 8 DdOuj �.t ZON � z U) zW Qwo1if r 0 M° O � N 0 O JF v Z J W � K h (nN c" n m 0 o' Z2iJ y0. 3 Z I'' �n J � V {n g J a a No. i DEC 0 2g2g �!9 drawing no. ® �S� "Zoffid 1` W16-73 DOOR FRAME WIDTH i ----a I F I x I w I a c Zz � 1 O I U~ a0 PXXX (SHOWN) XXXP PXXX—XXO (SHOWN) OXX—XXXP r_ --- 1 PXXX—XXX (SHOWN) XXX—XXXP PXXX—XXXP APPROVED CONFIGURATIONS POCKETED DOORS THREE (3) TRACKS NOTE: ( ._ (j 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. Z OD 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. q Z q N w Z e Qa dN Q:Op`p O W N XX 0 M 0gdi 0'p�m Oaoo OyNo m Q1' C2� d Q W Zz 4 10 (I N_ 0 _ QWMZ f DEC 3 0 202D PRODUCT REVISED as complying with She Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By I5l-71.Z4, Miami -Dade Product Control No. 81223 of O O 0 z J LJ o � N (n (n � 3rnIt. a 0 M n Z 3 J ° a w Now w W M F i a I drawing a no. W16-73 DOOR FRAME WIDTH NOTE: V �N � � n 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 1O = 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS w o i Z n REQUIREMENTS SEE SHEET 5. O f W a 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. H Z N al �C -q6 0 0 o OwtOv`IS " 0 a 9 ao� OGuIn OoW� OXXX (SHOWN) a q : M a XXXO EXTERIOR Q a o o N 6 O IC ZJ Q DOOR FRAME WIDTH Uj LLZN_ o � JD ¢� - PRODUCT REVISED as complying with the Florida Building Code Q w m f k x NOA-No. 20-1118.06 �. m Expiration Date 07/20/2022 By Is"7 I. v N 0 O Miami -Dade Product Control o e 0 0 N O O N v JC 0 XXXX (SHOWN) -j w EXTERIOR o X N In(- C N z M n o Z '0 32 ` O w Now �7 w Wr'Oj� F G � S c 0 U6��4� EXTERIOR ar o DOOR FRAME WIDTH N � C O Q � 2 W H t 111111 /!!!! s EN i - 0 0 DEC 3 ® �. 2lt20 APPROVED CONEI IRATI nfAS 0 %�®°' i ` XXXX—XXXO (SHOWN) OXXX—XXXX NON—POCKETEn nnnaq STATE $ �' °F`OR1O drawing no. 9 W16-73 DXXX-XXXO XXXX-XXXX FOUR (4) TRACKS ��®�� sheet j of Q3 � F - F F • o- i � i• �, J i� OF ••F F i; E DOOR FRAME WIDTH �N n m� M I i es=aa® I ZLim O % Q Z q f 0 as i¢ Ito 0 O Z SIL i!Zz laa X� f0i�'an G: `------ ; o, a o c W rl O' � M PXXXX (SHOWN) L---- 11 O IL 221 XXXXP n Q W j- 1ZYI- om -1804 , NOTE: Q w i F PRODUCT REVISED 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. as complying with the Florida Building Code 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS NOA-No. 20-1118.06 REQUIREMENTS SEE SHEET 5. m Expiration Date 07/20/2022 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. I By I0,7 1 m Miami -Dade Product Control o ,� M N X J z Jw o r j z i,: M_Z J n 3 z a w O N O j za w W M Izz Lim 7% IUD a0 EXTERIOR DOOR FRAME WIDTH o `" --- U I I N O d K a a F Ili z- O 0o m I Z F O a m V ' H O PXXXX—XXXO (SHOWN) No. 3 OXXX—XXXXP _ DEC APPROVED CONFIGURATIONS 0 &Zg °• •� o POCKETED DOORS ® STA �qg� ���� drawing no. FOUR (4) TRACKS .�CORIDP,.° o-o- i' � F PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By 151-71 L4,�k Miami -Dade Product Control I I K zz a a o- atu 45 U ~ PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP POCKETED DeeFOUR (4) TRACK - 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 to Z Of "O Z q w 2 00 o O W N ^ Ci Oo UT a Q O' paco 0��� 4S W z Q W 7 W N m JzM W QW0i O O M N g x J F z Jw o of in NNE N 0 a, 0 2 3 0 3z4-o w � O w W to g F v` ��° •--'``rram s m 0 21 •No-`°�a9a drawing r W'I n ono3.T'APE S TYPICAL ANCHORS w SEE ELEV. TYPICAL ANCHORS n FOR SPACING SEE ELEV. Al �.� FOR SPACING 'Y rn ¢ x = Vw"MIN: EDGE DIST. 1 13/16" 10Y OR 2BY WOOD BUCK = Z q m ¢m wx^a rn 1 <m Vre+ wuxi DIST. EDGE 1 13/16" CONCRETE 3 KSI MIN. O f b z �o Noy _ MIN. Q a Q o OwN N 7� a! p LL M74 El I M14 Otmn f Et MS>M O M5�, ¢ E76 O IL C O g aoaG�0pp I O CD I I I E76 � 1 1 Ml3 Q W 7 LL y II. 2O$ 19 E4 I II II I I 1Ju I I I I �I .I I I Jilj. III II II QIL OIf~ I I I PRODUCT REVISED = n 1 I II I 1 L as complying with the Florida I I i ( I II it Building Code I NOA-No. 20-1118.06 O b Expiration Date 07/20/2022 0 I I I I II II .. I I I I II II By o n I, I i ji ; Ij ... Ij Miami -Dade Product Control a ¢ i ao a Ij Ij w ¢ PAS W I 1 o w x o Of N N N •_ v H Ili w O 11 ¢ E. 1 O 0, M h p I 1 1 II j I 1 1 II II Ij O �^ Z Q I 1 1 II 11 I I I I. 1: W W N J II I I 1 1 I 1 1 �I II II 1 1 1 II ElS I I I I i i I jj II it I� II jl ES M73 l i II II I I I 1 1 II �I II o s m I M9 I 1 1 II I, E9 B O 1 I E2 O I M73 Et7 _ o u u M72 O E17 II � d� a r E16 l I r'1 x n M5 E2 N .N0 o n o .I :. CONCRETE '3 e _ ell <3 . CONCRETE K51`MIN. ° 13/16 POURED & HARDENED xQ 1 ° �a���„�°a�s e HIGH STRENGTH GROUT KSI MIN to 13/16 CFJN I .MIN, NON -SHRINK, NON-METALLIC ° 4AN., • o \ EDGE DIST. I - I f'c = 5000 PSI MIN. \ EDGE DIST. DEC /Jc'1, 3 L qo�Q z ;° I� 223 ate = a of NOT BY E.S. WDW.' _ � m °.•' 'o MUST TRANSFER SHEAR LOADS TO STRUCTURE °' °•• �� �> i o° % o TYPICAL ANCHORS TYPICAL SEE ANCHORSSEE %® STATE pis '•.RCORIOP.•°° drawing no. FORS ACING ELEV. FOR SPACING \�a TYPICAL ANCHORS: SEE ELEV. FOR SPACING — AT HEAD — TYPE 'A'- 1/4" DIA. ULTRACON+ BY 'DEW IT' (Fu=164 KSI, Fy=148 KSI) 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 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. TYPE 'B'- 1/4- DIA. ULTRACON+ BY 'DEWALT' (Fu=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 R W (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) — — AT SILL — 'B'- 'D TYPE 1/4" DL4 ULTRACON+ BY WA T' (Fu=164 KSI, Fy=148 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE L — — — — — — AT JAMBS — 'A'- TYPE 1/4" DIA. ULTRACON+ BY 'D WAIT' (Fu=164 KSI, Fy=148 KSI) 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 'B'- 1/4" DIA. T A QN+ BY 'DEWAIT' (Fu=164 KSI, Fy=148 KSI) 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 IN_G_ 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 DISTANCE 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 SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. v1 METAL �� r STRUCTURES EDGE DIST. MIN. �� EDGE DIST. 1 13/16" 1/8" THK. m m 0. MIN. n m O Z. M n C r �^ O W � �� a�W m� <m w Nz ¢m �. CH �m w Ut OGyn LL w y ci 5 ui .� O'c �l24 0 OLLO�.oi ONNoTYPICAL ANCHORS --_-_-_-_- _- _- _ -___ �, 2 J N ELEV.TYPICAL ANCHORS SEE SPACING SEE ELEV. 1I MIAMI-DADE COUNTY APPR'D MULLION I I Q W N 4 N FOR SPACING I I Z o FOR SPACING I I SEE SEPARATE NOA I I 02 S m W m 0: M O � o to rn PRODUCT REVISED TYPICAL ANCHORS U F as complying with the Florida SEE ELEV. Z J w Building Code FOR SPACING o LLJ NOA-No. 20-1118.06 Expiration Date 07/20/2022By 3 rn M Ism I.LI."k ¢ ��Mn MIam -Dade Product Control Z J m 'Zwo 1 N Q w LJ �j�F LN BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WDW.' UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM D TRANSFER THEM TO THE BUILDING STRUCTURE. m o No. 23 ® STA ° �� drawing o no. W16-73 TYPICAL ANCHORS .o SEE ELEV, ., FOR SPACING. !2 � s N o a. W U 1/2" MAX. LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING °.n \ z M � F (A Q e W 0 Z „SO 0a '4' 00 1/2" MAX. LOAD BEARING SHIMS OO REINF. AS READ. PANEL WIDTH E19 SEE SHEET 5 FOR CAPACITY REINF. AS READ. 3 E13 M13 E7 Ei9 SEE SHEET 5 EXTERIOR FOR CAPACITY 1BY OR 2BY PANEL WIDTH WOOD BUCKS MAX. DOOR FRAME WIDTH EXT. DOOR \0I TYPICAL ANCHORS SEE ELEV. FOR SPACING M m 3/8" MAX. IAD BEARII, SHIMS TYPICAL ANC SHIMS PRODUCT REVISED as complying with the Florida Building Code NOA-No° 20-1118.06 Expiration Date 07/20/2022 By Is"?I.Z4 1, Miami -Dade Product Control J� z q r 2 - q 2 Q id IL e i �.O0� 0 d 0 r! CY I O�NM LL V p ui 'I fM�lN10 paoo.°� 0 Q¢Z9 N W N LL j e'D Q M:s w J � v M 0 0 0 � 0 N 5 x 0 U� Z J W lY :3 N 4 N M n Z J o J � Try0�v u) w u) 41M�F 0 Z No DEC 3 Za®' .A drawing —73 ��e� .... ����� W 16 � M aN PRODUCT REVISED 3 Z as complying with the Florida Building Code Q F y e Z NOA-No. 20-1118.06 a Expiration Dale 07/20/2022 Q JL s n 0 U By IS"7I.z4m", OWNS. Miami -Dade Product Control N IL � O I- OtNM, QC>c�n Cy N Qaeo g HOOK STRIP ANCHORS SEE ELEVS O 4 a Z N FOR SPACING Q w 0 IS � WE O o0 2 jf7M Qwmi� / G F C S j / 2� EI4 Mq HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACONt BY 'DEW IT' (Fu=164 KSI, Fy=148 KSI) G DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS zi 1-3/4" MIN. EMBED INTO CONCRETE o 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS N — _ -_ _- - #14 SMS (GRADE 2 CRS) O N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C7 LL 1-1/2" MIN. PENETRATION INTO WOOD z _j UJ 14 SMS OR F DRI IN cr REW (GRADE 2 CRS) N Uj V) INTO METAL STRUCTURES 3 n ,a (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE a C3 Y M4 E7 M3 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o Z g _j 1O 0 0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 w O TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. POCKETED JAMB OPTION INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. U POCKET CAVITY NOT BY 'E.S. NOT PART OF THIS NOA WINDOWS' o TO BE REVIEWED BY AHJ U � w N U N O C 0 h.fi N`ttt 1111111//' ' 0 .......... m a No. 3 i n DEC 3 02�1� ®'•. STATE drawing no. W16-73 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) _ EDGE . DIST.. 3 5/8" \ EDGE 4 I .°...M: DIST. = Z � E1A ¢ m f N a w A TYPICAL ANCHORS O SEE ELEVS. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By 1 s"7 I. Z 4r, Miami -Dade Product Control TYPICAL ANCHORS SEE ELEVS. FOR SPACING IN .^ g CONCRETE EDGE " $.S . / 3 KSI MIN. DIST. MIN. METAL (� y w STRUCTURES V w 1/8" THK. c� (SEE SHEET 15) F Z EDGE 3 5/8" 3 DIST. MIN. Z M MIN. i o EDGE. IST. 3 M5/8" 0 w 3 0• H Z a VIL ��Qyy IL n OO`. p U • = C9 m J 1y P'! w z d N V x2w �cl NZ a w M w Ow= m N TYPICAL ANCHORS m V p a = o SEE ELEVS. a C C M w FOR SPACING TYPICAL ANCHORS o N iv p Q 0 p SEE ELEVS. TYPICAL ANCHORS \� _ Q b 33 SEE ELEVS. FOR SPACING T =_ __ ______________ _1 O: y y O FOR SPACING (- Ir 2 � 1 MIA -DADE COUNTY 1 WOOD SHIMS APPR D MULLION I I I I SEE EPARATE NOA I I (SEE SHEET 15) ii I j w O w w (5 j a I L -- J I Q w M f w � vmi m I m TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. 0 o N n M ... FOR SPACING FOR SPACING FOR SPACING Z V J w J W 1/2" MAX. 3/8" MAX. Cs Ei 0_ 3 N 1/2" MAX. LOAD BEARING LOAD BEARING r7 Q ro SHIMS SHIMS LOAD BEARING " SHIMS •� a M Z tO 3 o � � 3z�o ' M v I Vi ' �a E3A W _Z � N N N a O ¢ ¢ O a LL w0 25 .,P W a EXT. EXT. EXT. a m j O n O 1BY OR 2BY 11111111 f WOOD BUCK Doll T f s/Y� foam (SEE NOTE SHEET 1) ,°°• •II l� R e I O � i rya. a_ I a 5 ` 3 TRACK FRAMES '�® •° ` �:� drawing no. ANCHOR LOCATIONS ,A���®��L 1�1` sheet j $ of Q3 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) w z t� EDGE D137 3 5IV .:z X . . I I = z ' w NCI E78 M i O TYPICAL ANCHORS \ I SEE ELEVS. •- FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By I st-7 I Lb, , Miami -Dade Product Control WOOD TYPICAL ANCHORS © SEE ELEVS. - FOR SPACING .. ' •., ".. •:. '•..CONCRETE EDGE 5'7/46" MIN:, 3 KSI MIN. DIST. K z METAL e STRUCTURES n- xQ m = SEE SHEET 15) o < W EDGE DIST. 3 5/8" MIN. 3 w LTYPICAL ANCHORS SEE ELEVS. FOR SPACING wz EDGE 615T.: 3 ?/$T ..�M . . MIjJ� � w FL TYPICAL ANCHORS SEE ELEVS. FOR SPACING m p \ p N w TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING MAX. O LOAD BEARING JRE a SHIMS � t0 \ � N F Z f Pa N 0 w p EXT. EXT 1/2" MAX' 1BY OR 28Y LOAD BEARING WOOD BUCK SHIMS (SEE NOTE SHEET 1) W LTYPICAL ANCHORS SEE ELEVS. FOR SPACING _ ___________-__=_ jl MIAMI-DADE COUNTY APPR'D MULLION I� SEE SEPARATE NOA �I (SEE SHEET 15) IL--------- ----------' w TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIMS ja _N z N g .. N N � u o c w o c 4 EXT. 4 TRACK FRAMES ANCHOR LOCATIONS TYPICAL ANCHORS SEE ELEV. FOR SPACING cze 3 3 ?vPi7 3/8" MAX. LOAD BEARING SHIMS n aw M � I 3 O�"° J wE q W � d O: OOtio O =z tp OWN``x✓ W �LLc m� Q W I06 I, V 2 d'I Mo " a&&m 8 0 :L 0 I O Q W D u. N II ii Z01_ o m z VIlami J M O m O � N M J J< � J z Jw N c,4 g 0 � Q _Z e Z3� w N o g w LjMg F EXT. • NO. 3 ' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By Miami -Dade Product Control LOCK: SURFACE MOUNT METALLIC HANDLE AT 44" FROM BOTTOM FASTENED TO LOCK STILE TH (2)8 X 1/2" FH SMS M2 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK 44" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) #10 X 1" FH SMS SURFACE MOUNT METALLIC KEEPER AT 44" FROM BOTTOM FASTENED TO FRAME JAMB D ASTRAGAL STILE WITH (3) #8 X 3/4" PH SMS 12 `V%Ivlll111//'/ NO. DEC 3 p 2020�- ' ® S TE 4to� 'tee®�OR1Dr.•����e 4J A� M I Z O Z q Q W Q O: Op`np IL O a NW �OC 0 cioWet aa'a� s CILaQ A 0.3t O N LL O _ N J O to Q J aW�g� _ d m o m o M N Ur J Z J Ld � NNan N N g b u Z zi J 3 2i J v Ivi W WMg _+ 4 c rc o� o n w v y c m o= m r - ^ Q o - a m F drawings no. W1 6-73 SEALANT: ALL WHITE/ALUMINUM JOINTS AND FRAME CONNECTIONS SEALED COLORED SILICONE. WITH ITEM � PART ;� REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E7 ES-EL400-001 1 FRAME HEAD (2 TRACK) 6063-T6 - E1A ES-EL400-201 AS REOD. FRAME HEAD (3 TRACK) 6063-T6 E78 ES-EL400-205 AS REOD. FRAME HEAD (4 TRACK) 6063-T6 E2 ES-EL400-002 1 FRAME SILL (2 TRACK) 6063-T6 - E2A ES-EL400-202 AS REOD. FRAME SILL (3 TRACK) 6063-T6 - E2B ES-EL400-206 AS REOD. FRAME SILL (4 TRACK) 6063-T6 - E3 ES-EL400-003 2 FRAME JAMB (2 TRACK) 6063-T6 - E3A ES-EL400-203 AS READ. FRAME JAMB (3 TRACK) 6063-T6 E3B ES-EL400-207 AS REOD. FRAME JAMB (4 TRACK) 6063-T6 E4 ES-EL400-004 1/ PANEL TOP RAIL (INSUL. LAM. GLASS) 6063-T6 - E5 ES-EL400-005 1/ PANEL BOTTOM RAIL (INSUL. LAM. GLASS) 6063-T6 - E6 ES-EL400-006 AS REOD. JAMB STILE (INSUL. LAM. GLASS) 6063-T6 - E7 ES-EL400-007 AS REOD. INTERLOCK STILE (INSUL LAM. GLASS) 6063-T6 - E8 ES-EL400-009 1/ PANEL TOP RAIL (LAM. GLASS) 6063-T6 - E9 ES-EL400-010 t/ PANEL BOTTOM RAIL (LAM. GLASS) 6063-T6 - E70 ES-EL400-011 AS REOD. JAMB STILE (LAM. GLASS) 6063-T6 - E71 ES-EL400-012 AS REOD. INTERLOCK STILE (LAM. GLASS) 6063-T6 - E72 ES-EL400-013 AS REOD. ASTRAGAL STILE (LAM. GLASS) 6063-T6 - E72A ES-EL400-008 AS REOD. ASTRAGAL STILE (INSUL LAM. GLASS) 6083-T6 - E13 ES-EL400-014 AS READ. JAMB COVER 6063-TS - E14 ES-EL400-015 AS REOD. POCKET JAMB 6063-T6 - E15 ES-EL400-016 AS REOD. SILL TRACK 6063-T6 - E1fi ES-EL400-017 AS REOD. HEAD COVER 6063-TS E17 ES-EL400-018 AS REOD. SI 4.57s .062 743 —� 1.151 FRAME HEAD (2 TRACK) .062 2.000 .658 f-14.782____j FRAME SILL (2 TRACK) 5.686 1-062 1.151 FRAME HEAD (3 TRACK) �7.496 070 1.1 1 FRAME HEAD (4 TRACK) .062 .070 2.000 2.000 I� 5.894 -7.704-- -�I FRAME SILL �1 1.380 I 1.380 1.380 I� 072 .062 15 7.335 LZF.062 JIL 072 E3 O E3B FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) ��.062 1.745 L-1- 112 � � 433 178 M--- 2.750 POCKET JAMB FRAME SILL (4 TRACK) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By ISt-7I Lti,n.k Miami -Dade Product Control �v q n OZ W Qa <N 012 cl j N IM O Otiu'1� v0 O'O', o O 0R. G Q oNyp LL wLup 3 J z M m Q W 01 f f s s 0 0 z J W s � N N in V N � 3rnM� Z -j o 3Z�0 w Node w ILi LO FA ��a���°VGEM3�°•.. s�Ai i 'e 0 F IVo.81223 %�®�°., ^ •��� drawing o no. 16-73 1.340 1.811 2.686 .062 L19 �.866 I 1 PANEL TOP RAIL S-SY7 1.340 t.at 1 2.686 LF�_062 PANEL TOP RAIL (INSUL. LAM. GLASS) .062 2.993 r .062 2.118 II rtn III 2.118 1.340 k=- 1.340 . PANEL BOTTM RAIL 2.926 v.062 1.490 1.340 2.051 PANEL JAMB STILE 2.750 .115 1.340 1.798 .062 1.622 INTERLOCK STILE PANEL BOTTM RAIL (INSUL. LAM. GLASS) -2.926 .062� 1.490 1.340 2.051 PANEL JAMB STILE (INSUL. LAM. GLASS) 2.750 .115 1.340 1.79 8 P16 INTERLOCK STILE (INSUL. LAM. GLASS) 1 10 ASTRAGAL STILE I ASTRAGAL STILE (LAM. GLASS) 1 (INSUL. LAM. GLAS' INTERLOCK STIFFENER 863 r .087441� --IL E78 T FIX. PANEL BOTTOM GUIDE 050 .711 �_L-it 512 .275 040 .28� 1.717 HEAD COVER 2431 .050 � 1 JAMB COVER .287-y r .040 I$ .711 TRACK INSERT I (E26) SCREW COVER 970 .s2s 052 .aao Mi GLAZING GAKET LAM. GLASS 1.340 972 .062 1.075 M2 GLAZING GASKET INSUL. LAM. GLASS MATERIAL = SILICONE HARDNESS = 70±3 TENSILE STRENGTH = 1139 PSI ELONGATION AT BREAK = 235% TEAR STRENGTH = 107 Lb/IN BRITTLENESS TEMPERATURE = -40' F COMPRESSION SET = 12.5% (22h0212'F) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By 1 s�7 1 Lb, k Miami -Dade Product Control Iry M Z qn o- q NW z 0WN�m 0�Nn V:wM4 Q'12 rr19 0 C d O g z O:Nz Q W 7 LL N J�0Qy� Q Uzi9 �II � n .500`�I4111111 0 r' �10EN8F °••. 2.551 No 2 = m .a.11� STATE DEC 3 ®?p20 D62-®�., ` a Cq� drawing a no. SILL RISER aW r O % Q KKK// IL OWNM M14 U / IL M13 V N n � ao0 rr OQg N H CN Q W5LL O GI 2 o i _ m J O m Q J Qwmf k m FRAME TOP CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL. FASTENER 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS 00 PANEL TOP/BOTTOM CORNER LAM. GLASS RAIL & STILE (SHOWN) INSUL. LAM. GLASS RAIL & STILE (SIMILAR) U F J z Jw o Of N �1na� � 3rnM m L o M14 PRODUCT REVISED w o as complying with the Florida U% Building Code w 4J �.L0j NOA-No. 20-1118.06 Expiration Date 07/20/2022 / By Isru7 I. Lb,nA Miami -Dade Product Control w in g 0 v o a c � n 0 O n No a m °° `111�11Lf�11 FRAME BOTTOM CORNER DEC 3 U 2010 NO =�7 fit= .. 2 TRACK FRAMES (SHOWN) — o s 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL. FASTENER �® STY, drawing no. 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS FCORIDF; •' ®�� '�i�9 6- 7311 Il'".t�0 sheet 23 of 23