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HomeMy WebLinkAboutAPPROVED EL 400 SGD 20-1118.06M IAM 1-�A�E MIAMI-DADE COUNTY e 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.miamidaaLgov/economy 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 submittedhas 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) reseive the righ t 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 jurisdic tion. 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, andhas been designed to coinplywith the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL400" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: DrawingNo. W16-73 Rev B, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of23, dated 11/28/16 and last revised on DEC 30, 2020, prepared by Al- 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 ar an quilla, Columbia, S.A., series, and the 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 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 th e N 0 A 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 MIAMI DADS COUNTY I (�GI. Z411 Expiration Date: July 20, 2022 "' • ' '' ' 'M I n k Approval Date: January 07, 2020 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submittedunderprevious approval. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W1643, titled "ES-EL400 Alum.Slidung Glass Door (L.M.I.)", 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. Be TESTS 1. Test reports on: 1) Au 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-ESW47-009, 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-Stn Edition (2014) and FBC-6tl' 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 ASTME1300-09. 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 "Tr"OR f01® Ultraclear, Clear and Color PVB Glass Interlayers"5 expiring on 07/08/194 2. Notice of Acceptance No. 14A916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer", expiring on 07/04/18. 3. Notice of Acceptance No. 154201.11 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-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. Z4`t ll.e. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 204118.06 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-ESW47A09, issued by Blacicwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 164478 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 L Anchor verification calculations and structural analysis, complying with FBC-7" 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 &46. 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", expking 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.154201.11 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-7t'' 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 I. 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, EEL. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA No. 16-0617.02 and updates to FBC 2020 (VI Edition) expiring 07/20/224 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 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 Building Code NOA-NO. 20-1118.06 Expiration Date 07/20/2022 DY 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—E1AO0 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 (ASO)'. 6" MAX. HEAD CORNERS TYR HEAD ANCHORS 3» AT INTERLOCK ENDS ADDL.CLUSTER OF 4 OR 6 SEE SHEET 6 PAID FOR QUANTITY & CAPACITY I ' TRACK FRAMEHEAD 95 3/8" yyI IL_ II K1 II =____ _ DE- -O T' o z I I Op p I I i I II II II II sl z II----U- POCKET JAMB FALSE MUNTIN ANCHORS OPTIONAL INSTRUCTIONS: USE CHARTS AS FOLLOWS 42 1 42 1/2" 1 11 D.L OPG. D—L. 0—PG.--q) 46 3/16" 48 3/16" PANEL WIDTH �z PANEL WIDTH —� 2 TRACK =L� FRAME SILL 6" MAX.SILL SILL ANCHORS CORNERS 15' AT INTERLOCK ENDS SILL TYP CLUSTER OF 4 TYPICAL ELEVATION OX STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD, STEP 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. . „ F 2 TRACK FRAME JAMB m p No. n EC V ryry ZIl�t9g-. STATEFOF - „� drawing o no. 16" AD —�{ 6 HEAD .. of HEAD ANCHORS MAX. 3TY AT INTERLOCK/ASTRAGAL ENDS 6" CLUSTER OF 4 OR 6 HEAD i'�� z ADDL SEE SHEET 6 :ORNERS PAIR / FOR QUANTITY Q CAPACITY :. • , : , 2 TRACK ��-- �_-- _ FRAME HEAD 6" �R i1 I I II I II _Y II II II I� O O p C 0 - r-- II I C II it mZ II I� POCKET JAMB FALSE MUNTIN�// �? ANCHORS OPTIONAL 42 1/2" 42 1/2" O.L. OPG. D.L. OPG. 48 3/16" 48 3/16" PANEL WIDTH PANEL WIDTH 6" MAX. - : SILL n z_ SILL ANCHORS CORNERS 16" MAX. l AT INTERLOCK/ASTRAGAL ENDS SILL TYP CLUSTER OF 4 TYPICAL ELEVATION ox—xo 2 TRACK FRAME JAMB 2 TRACK FRAME SILL K z 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-11 1 8.06 Expiration Date 07120/2022 Miami -Dade Product Control No. 23 Qom;. sT7ct'e - �!�G,,a.hiORIOR: Z ro m n N FQ� zm N �y OwN``0 awW N r a�cm o O m u1N� O1 Q W ? N I K 0 �/NQy J JC 0 0- m Z � J m� o I 1 � o a r drawing no. W16-73 15" MAX. 6•• HEAD ANCHORS I p U n HEAD TMP AT INTERLOCK/ASTRAGAL ENDS -CLUSTER OF 4 OR E SEE SHEET 6 mI 6" MAX. z ADDL. / \FOR QUANTITY & CAPACITY "'i HE4D In PAIR \ CORNE.RS"�2 —� t � ��-� _ -1 3 TRACK Q f 7 a E FRAME HEAD fi 0 O o 0 IN 279 9/16" TYP. IL �i w x DOOR FRAME WIDTH O CC CTI 0 j Qaaoo.A y 0 II ,I (L wN_ G __Il==_1L__ `� mQ t7 U �/ " - 41 If _ a QWOf FJ (F if it it 11 O J O ¢ a 2 3/8" o it MIN. o II It it If MIX U J W 2z II II mw Z J w <Z .11__--ll- �z o �U n._ �o N N N L4U Q b � / _ Q Z ( (� PRODUCT REVISED z `` o POCKET JAMB FALSE MUNTIN_ ; B �� as complying with the Florida w ANCHORS OPTIONAL Building Code I fn LO 42 t/2' 42 1/2" Noa-No. 20-1118.06 3 TRACK 41 W U-) r DD.L. OPG. FRAME JAMB L. OPG. Expiration Date 07/2012022 48 3/1fi' 48 3/16" PANEL WIDTH By PANEL WIDTH IVliam ade Product Control c � 3 TRACK o$ FRAME SILL o p U n 6" MAX. SILL ANCHORS aw CORNEILLRS n ILLL 16" MAX. L AT INTERLOCK/ASTRAGAL ENDS SILL TYP. CLUSTER OF 4 C N TYPICAL ELEVATION ° o OXx—XXO `,j171tltrtTiY O'Ica m _ y No. 81223 7 'DE � �f ZQ�fY �v��•. ST.� drawing no, iE i��. 7CR1DP.: •�a\� ��� W16-73 rj �l�?�'aI V I sheet 3 of 23) 15" MAX. 6„ HEAD ANCHORS HEADTYP. AT INTERLOCK/ASTRAGAL ENDS 3" CLUSTER OF 4 OR 6 6 MAX.—...,,,{{{ \ z ADOL. %N\ SEE SHEET 6 HEAD - - - "n s PAIR / FOR QUANTITY & CAPACITY CORNERS _ 370" -� TYP. QA DOOR FRAME WIDTH II II 11 I I II n -TI Tf- y XtJ Qg < In i. ' ---I' ti�-�'- f l i % F :; F /, �,J r ' L i F o �� a Z 0 0 0 v u Ii I POCKET JAMB ANCHORS 42 1/2" 42 1/2" p.L OPG. D.L. OPG, 48 3/16" 48 3/16" PANEL WIDT 6" ? \ SILL ANCHORS 15" MAX. 6" SAT INTERLOCK/ASTRAGAL ENDS SILL TYP. CLUSTER OF 4 - TYPICAL ELEVATION oxxx—xxxo `I PRODUCT REVISED as complying with the Florida Bulldln9 Code NOA No. 204118.06 Expiration Date 07/20/2022 MIamFDade Product Control i Lm mI ONiiiiir Z lt�n "_ N � 4 TRACK Q Z N' a FRAME HEAD p, z w � OO p` 0 c wN dww O U y M ¢ I V � W � �R¢m9 O 0ILa< 0t�� N N p z 0 a m Z N wmLL m = n Ftj n m a [unv)�M—� 2 15/16" 00MIN.mwz ?m �QNO U 4 TRACKN40 FRAME JAMB lo�o 4 TRACK I FRAME SILL f o � o /`�•� cis..._: �� �� Qy' :' ytGENSF'••,� i m No \ - L= STATE =`� drawing no. n� '•.'4CRIDl`-,• �y.`; I W16-73 DESIGN LOAD CAPACITY - P5F AVERAGE PANEL WIDTH Inca¢ DOOR FFAME HEIGHT irJCHEs INTERLOCK b< ASTIUGAL STILES WITAOUT REI.'VF. INTERLOCK & ASTRAGAL STILES WTfA P.EINF. IXT.(+) INT_(-) EtT.(+) INT.(-) 30 36 42 47-1 4 J 48 82 60.0 60.0 80.0 90.0 60.0 60.0 B0.0 80.0 60.0 I 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 78.878854 52.5 f 70.070.060- a7.3 4Z3 30 36 42 47-tJ4 48 54 60 84 60.0 60.0 80.0 90.0 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 78.9 76.8 52.5 52.5 70.0 70.0 - - 47.3 47.3 30 36 42 47-7/4 48 54 90 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 b0.0 80.0 80.0 60.Q 60.0 80.0 80.0 59.1 59.1 78.8 78.8 - - 52.5 52.5 30 36 42 47-iJ4 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 - - 59.7 59.7 30 36 42 47-1/4 102 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 59.1 59.7 42 708 60.0 60.0 60.0 60.0 - - 60.0 60.0 60.0 60.0 3/16" TEMP. GLASS r, �IM 3/8" AIR SPACE 3 h6" HEAT STREN'D. GLASS 3 16" HEAT STREN'D. GLASS M I h m / TrosifollntByer J 090" Interlayer I f w n n I� By Trosifol PVB Q E ? N , OR Kuraray America, Inc.' I By 'Kuraray America. Inc.' � (L O c VO O W N .090" Interlayer .090" interlo er N Se1"-Gla6 SentryGlas y a By Kuraray America, Inc.' By 'Kuraray America, Inc.' h j OR 090" Interlayer ' 0R (� w d 090" Interlayer p Saflex Clear And Color Glass Saflex Clear And Color Glass p �R Eastman Chemical Co.' By 'Eastman Chemical Co.' C IL O < .075" Interlayer OR 075" Interloyer o Ir Saflex CP With PET Core Saflex CP With PET Core p n By 'Eastman Chemical Co.' V By 'Eastman Chemical Co.' QLL Z o 02 m_ [-3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D, GLASS I Q w m f n� Fn t _ m m III i cot 11 III S Mt II i S M2 II Ij II i o R j N J m i e, G D PRODUCT REVISED Iri v~ as complying with the Florida Building Code 0 n NOA-No" 20-1118.06 GLASS TYPE 'A' GLASS TYPE 'Al' a n 7/16" OVERALL LAM. GLASS t" OVERALL INSUL. LAM. GLASS o Z 3 J iD Expiration Date 07/2012022 0 Z li a By = ! -=�^^� GLAZING OPTIONS w o Miami -Dade Product Control w N W r 9 � c" n e1 $/8" AIR SPACE CONSISTING OF• PA R• o w o 'HELIMA' LOW PROFILE ALUMINUM SPACER _ BY 'UNGERMANN GMBH' a AROUND THE PERIMETER OF THE GLASS. o NOTE: PERIMETER S ALANT GLASS CAPACITIES ON THIS SHEET ARE SILICONE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOWSIL 791 R AND FLOP,IDA BUILDING COMMISSION GE 2000 n �cit nz� civ o cii �� \ (El. DECLARATORY STATEMENT DCA05-DEC-219 0 = INTERLOCKS ASTRAGAL INTERLOCKc ASTRAGAL WWWttnllurtrr �'�<m W/O REINF. W/o REINF. WITH REINF. WITH REM. ,,51 _ AVERAGE PANEL WIDTH = DOOR FRAME WIDTH !� BBBg�ttt222p2222333g NUMBER OF PANELS SEE CHART ABOVE DESIRED GLASS SIZE OAND EREINFORC REINFORCING TYPES. SIGN LOAD CAPAC[TY OFF No-��/i L SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. I n L STATE OFF; drawmgo no. DOOR HEIGHT AND WIDTH SIZE MUST COMPLY LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART '� '•-.^LOR1D�,-•' EGRESS REQUIREMENTS PER FBC AS REQUIRED. OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. ' -,, W1 6-73 ?f 1 t i t I (sheet S of 231 HEAD ANCHOR LOAD CAPACITY - PSF .ANCHOR TYPES 'A' 8c 'R' ANCHOR TYPE 'C' 1/4" ;1AX, SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM 3/8" MAX. SHIM AVERAGE DOOR FRAME 4 ANCHORS AT MTG, STILE ENDS 6 ANCHORS AT I, SIRE ENHS 4 ANCHORS AT im. STILE ENDS 8 ANCHORS AT WM. STILE ENDS 4 ANCHORS Ai MTG. STU ENDS 6 ANCHORS AT MTG. STILE ENDS 4 ANCHORS AT MTG, STHE ENDS 6 ANCHORS AT MTG. SiH,E END, PANEL WIDTH INCHES HEIGHT INCHES EXT. (+) INT. - W. (+) INT. -1 EXT. (+) INT. - EAT. (+) INT. '- EXT. (+) INT. -) EXI. (+) INT. - EXT. (+) INT. - W. (+) INT. (- 30 50.0 80.0 80.0 BO.O 80.0 80.0 80.0 80.0 36 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 42 80.0 80.0 80.0 80.0 71.5 50.0 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 80.0 64.4 80.0 50.1 66.8 65.4 80.0 30 30.0 80.0 80.0V62.1 0 80.0 80.0 80.0 36 80.0 80.0 80.00 80.0 80.0 80.0 42 80.0 80.0 80.08 80.0 80.0 80.0 47-1/4 84 80.0 80.0 79.81 80.0 80.0 80.0 48 80.0 80.0 78.61 80.0 79.8 80.0 54 78.9 80.0 699 72.4 71.0 80.060 71.0 80.0 62.99 65.2 63.9 80.0 30 80.0 80.0 80,0 B0.0 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 90.0 BOA 74.5 80,0 57.9 77.3 75-7 80.0 48 fi0.0 90.0 73.4 SO.O 57.0 76.1 74.5 aO.O 54 73.6 80.0 652 80.0 50.7 67.6 66.2 80.0 30 80.0 80.0 80.W60.O60.0 .O 80.0 80.0 36 80.0 80.0 80..0 80.0 80.0 42 96 60.0 80.0 80..0 79.8 80.0 47-1; a 78.9 90.0 k78.6 80..4B0.048 60.0 600 60..0 60.0 60.0 30 60.0 60.0 60..0 60.0 60.0 36 60.060.0 . 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 6(A 60.0 51.1 60.0 60.0 60.0 48 60.0 1 60.0 60.0 60.0 50.3 60A 60.0 60.0 30 60.0 60.0 60.0 60.0 60.0 60.0 60.0 601.0 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 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 Building Code ? ,� NOA-No. 20-1118.06 n Expiration Date 07120/2022 0 O By Miami- ade Product Control g r) c Z J W J W s N of � U) a 3mM n Z 3� J b 32 o w I - U70� v DEC 0 202p drawing' no. W16-73 i OX (SHOWN) XO DOOR FRAM F ' L_ b o- XX (SHOWN) DOOR FRAME WIDTH 6J R �m 7� cZ � W N a a Coo m W N N H L] O�Nm V pni erl P Cr OaoQ°� Oc� Ir Z N Q W Z' K02 NOTE: I Q m 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. PRODUCT REVISED as complying with the Florida Building Code _ NOMNo. 20-1118.06 Explratlon Date 07/20/2022 By Miami -Dade product Control EXTERI;— OR 1 i 4 OX—O (SHOWN) O—XO DOOR FRAME wl0m L _. .. EXTERIOR OX—XX (SHOWN) xx-xo Ox-xo xx-xx _APPROVED CONFIGURATIONS NON —POCKETED DOORS TWO (2) TRACKS No. 3 DEC 3 ` \° STATE ^id drawing no. W16-73 I W Jd a¢ , O0 `K LL 1 o a zZ 1 ZZ K 1 x YI O z 1 OW O 1 OL ao PX (SHOWN) XP DOOR FRAME WIDTH I I OF -- Z Z I �Z I Yt- 00 PXX—XX (SHOWN) XX—XXP DOOR FRAME WIDTH C� I I I ¢ a z I z0 i F ,' l". Dili i I U� I a0 I po 1 ZZ I I Ci 2-2 U i Oo PXX—XO (SHOWN) OX—XXP fRAME WIDTH PXX-XX (SHOWN) XX-XXP PXX-XXP APPROVED —CaNFIGURATIONS POCKETED DOORS TWO (2) TRACKS �``� DOOR FRAME WIDTH - z K % I z I I �N I Ur i ao I PXX (SHOWN) XXP L all ♦�it _� 661 Es Of i c 0 NOTE: o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. �' n 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5, 0 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. z H w -I �i �_ (n (n N d N � Q Z 3 J e Z v w Lj O i V w W to Ln Q PRODUCT REVISED I as complying with the Florida Building Code G m Nob -No- 20-1118.06 Explratlon Date 07/2012022 �+ c By o Miami -Da a Product Control ci 9 .1. STATE i •`•%r i drawingo no. �--.tcalo@I-``y W1 6-73 DOOR FRAlAF Winru r-- ;E: E 'G o- o- H u � o- G o- XXX (SHOWN) U L I al fxr.-aino THREE (3) TRACKS u NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR I APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS P,EOUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT REVISED as complying with the Florida Building Code Noa-lio. 20-1118.06 F�cpirotion Date 07/20/2022 Miami -Dade Product Control z �6a N F W a'o �1p W N a�W LL �' pr CtowH O'p�m o � p m N N p ro Z N = O m Q wami� r= h i m O a (n M � OF J 0 3z�0 -n w tli M � aI al I I v` x drawing no. WT6-73 la zz Izr s� Sao oo PXXX (SHOWN) XXXP PXXX—XXO (SHOWN) OXX—XXXP DOOP, _ I I EXTERIOR MIS NOTE: t. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU M PRODUCT REVISED as complying with the Florida Building Cade l+on No. 20A118.06 Expiration Date 07/2012022 .µ Miami -Dade Product Control ait yMN.ffr� I mall'. Ll PXXX—XXX (SHOWN) XXX—XXXP PXXX—XXXP No. 81223 S sa -'c(iDi° n �i•�. 0 0 0 0 N � U � J ~ s � Wng� no. drawing W16-73 Ll PXXX—XXX (SHOWN) XXX—XXXP PXXX—XXXP No. 81223 S sa -'c(iDi° n �i•�. 0 0 0 0 N � U � J ~ s � Wng� no. drawing W16-73 PXXX—XXX (SHOWN) XXX—XXXP PXXX—XXXP No. 81223 S sa -'c(iDi° n �i•�. 0 0 0 0 N � U � J ~ s � Wng� no. drawing W16-73 no. drawing W16-73 drawing W16-73 Docn. FFAhIE wIDrH -- �I L OXXX (SHOwNI XXXO ,� DOOR_FR4M� WIDT4 ,F C F =J C� } XXXX (SHOWN) r: 9 e NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOP. APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FO^n ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-11'18.06 F�cpiration Date 07/2012022 Miaml-0ade Product Control SLU EXTERIOR (SHOWN) N i 0 O a 0 N n � OF J 0 Q 0 W I W no. drawing W16-73 drawing W16-73 .� DOOP.-FRAME WIDTH I i t I I I s i iG 1 <L C 1 00 zZ OQ 1 0v yFE PXXXX (SHOWN) L----- XXXXP I - L 'I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1116.06 Expiration Date 07/2012022 Miami-0ade Product Control I I I K J i Fc ?z o- o- o- o- b I ao PXXXX—XXXO (SHOWN) OXXX—XXXXP 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 79. No. W223 _ = STAV drawings no. .AZORIO - '' " W16-73 � AJ TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISC. i� i 13/t (E9, I I I fL Il FF) F I G 1av oR zaY _/�WOOD SUCK .I h'PICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. l� 1 13f16CONCRETE 3 KSI MIN. MIN. " 1 °{ PRODUCT REVISED as umplying with the Florida Bultding Code NOA No. 204118.06 Expiration Date 07/2012022 Miami -Dade Product Control `y Z �© Q� 2N d � N ego: m N j CI OGhm Q O�m0 paeoti Q w m f f CONCRETE ^ ' ° .CONCRETE° ' T �����E �'...rrA . aI MIN.Q 1 13/16 POURED & HARDENED 3 KSI MIN.a 1 1../76"a'V1GEN�E -•_a��'.` m II MIN HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC MIN. EDGE DIST. f O 50E. PSI MIN. R [�,y� - +poi VNOT 6Y E.S. WDW.' EDGE DIST. 11 U r MUST TRANSFER SHEARLOADS TO STRUCTURETYPICAL ANCHORS STATE'�� drawingno.TYPICAL ANCHORS + �'- �`_ SEE ELEV. :`,�' 1' ORiDT;.•', �� -7 FOR SPACING FOR SPACING �';jdv"'••'p .,�•\\i W� 6-73 s, {+++t!t,l� �sheett4of231 TYPICAL ANCHORS: SEE ELEV. FOR SPACING — — — -- — AT HEAD — --- — — — 'A'- 7 TYPE 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSL Fy-148 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 18Y 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. j TYPE 'B'- 1/4" DIA. ULTRACON+ BY `DEWALT' (FU=164 KSI, Fy=148 KSQ DIRECTLY INTO CONCRETE 2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLINGSCREWS (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'- 'DEWALT' TYPE 1/4" DIA. ULTRACON+ BY (Fu=164 KSI, Fy-148 KSI) DIRECTLY INTO CONCRETE — 1-3— MIN, EMBED INTO CONCRETE — lF- — — - — — — -- - — AT JAMBS TYPE 'A'- 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KS), 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. ULTRACON+ BY 'DEWALT' (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 ING 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: I' 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 SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FOR SPACING METAL /Oq 1-STRUCTURES �N EDGE DIST. 1 13/ 16" '1/8' THK MIN. �j I`Z---" — Aa. w N N�I¢e IL cq f�OH i /i Ir uw C c~i'am n MIN Q aan j df N TYPICAL ANCHORS ___ ___ -----'-`- _ SEE EL•:J. I MIAMI-OADE COUNTY APPR'D MUWON I N p M N ZJ Q w 01 LL o FOR SPACING I I SEE SEPARATE NOA III Z o f (-4 ID it II Zmaw awmi� PRODUCT REVISED as complying with the Florida Building Code Non -No. 20-1118.06 Explration Date 07/20/2022 By Is-.' i. ,_ti, Miami -Dade Product Control FIND R 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY `E.S. SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. l `'C 3 g 217Z� 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING •� �-'uGENSg '•:� � m n ��� No. 23 �• - fz Y STATE %.40 ' drawl 'Og no. \ir�•�'-.�ZORIOA-•'ram I W16-73 TYPICAL ANCHORS SEE ELEV. FOR SPACING. 2 z . 0 A /2" MAX, TAD BEARING SHIMS TYPICAL ANCHORS SEE ELE�1,- FOR SPACING � z ' 0 � o z v� Qo0 LOAD BEARIP 18Y OR 2BY' WOOD BUCKS FNl �I REINF. AS RE00. WIDTH (Et 9)SEE SHEET 5 `-�• FOR CAPACn "M) I,Mr 1 y� REINF. AS READ. 'r C> ��'�(Et ) SEE SHEET 5 FOR CAP CITY EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. )AD BEAP.IP SHIMS TYPICAL ANCHORS SEE ELEV,- FOR SPACING / PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 Mlaml-Dade Product Control i 0 0 N v Q o U� J o tr z /�\`` ��...��•��'�rya \moo �� �` ' I r STATE drawl 8 HOOK STRIP ANCHORS SEE ELEVS FOR SPACING S• � � � � .2"/IAUf./ EUG�T "4M4 (144 E7 (M3) POCKETED JAMB OPTION NOT Eh' 'E.S. WINDOWS" PHIS NOA TO BE�REVIEWEO EY AHJ PRODUCT REVISED as complying with the Florida z o Building Code ®r h NOA-No. 20=1118.06 }; m Expiration Date 07/20/2022 r Miami -Dade Product Control d W O F � Uowa O Ir m Oaoo°+ 0 Im Q W j 0 LL Z N - m J m Q Q w m f U HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING ,-. DIA. ULTRACON+ BY 'DEWA T' (FU=164 KS), Fy=148 KSQ = g DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS MIN, EMBED INTO CONCRETE o MIN. EMBED INTO GROUT FILLED BLOCKS 0 0 .14 MS (GRADE 2 CRS) N INTO By WOOD BUCKS OR WOOD STRUCTURES p MIN. PENETRATION INTO WOOD J Ei J W 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Uj t- N INTO METAL STRUCTURES m 3: a M ,a (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE ALUMINUM: 1 /8" THK. MIN. (6063—T5 MIN.) o Z 3 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) Z 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w O g TYPI A D OISTAN . W li.l INTO CONCRETE AND MASONRY = 2" MIN, INTO WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE = 3/4" MIN. r. ,. !_ No. 315 _ vITa O`L GL1{pie.' �t� e �I�II_5 k. STATE °�` .,.` _ ei'tI drawing no. 1BY OR 2BY WOOD BUCK (SEE NOOTE SHEET 1) EDGE ,DIST. f I' 3 5' 14 iy , TYPICAL ANCHORS SEE ELEVS. FOR SPACING EGGE 2 m < W �o N PRODUCT REVISED as complying with the Florida Building Code NOA-No. 204118.06 Eupiration Date 07120/2022 Mlami-0ade Product Control TYPICAL ANCHORS SEE ELEVS. fOR SPACING ETE EDGE ". 5/88 • .. 30KSIR MIN. r DIST. MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING wooD TYPICAL ANCHORS SHIMS ED4-�� 3 5/8" MIN. wz s` z•s 44 � <O)IN a w TYPICAL ANCHORS \� � SEE ELEVS. "I FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING m M � - N W � SAD BEARING SHIMS 18Y OR 26Y WOOD BUCK (SEE NOTE SHEET t) TYPICAL ANCHORS 3 TRACK FRAMES ANCHOR LOCATIONS I METAL • (t (i STRUCTURES i �/' �1/8" TH+ y4q r (SEE SHEET 5) tY 3 S /8 _ MIN. 4 I Z w � Z q II< W � C W NZ�N TYPICAL P.NCHORS In'^ N > m m I' V O SEE ELEVS. 0 FOR SPACING 0 d p ---------------z_,, ¢ i o 0 -DADE COUNTY APPR'D MULLION II Q w =) W m '.EPARAI< NCA W w _ o SHEET 15) j l LL O f 1° J O LT m< wQwmir- 0 0 0 0 F�W7 TYPICAL ANCHORS SEE ELEV_FOR SPACING z -1 Gi g (if 3/8" MAX. in N U) 1 LOAD BEARING 3O q M i SHIMS p r0 m Z 3iJ o 0 3z�� J w dog w W M F n C 4 No. TF+ v drawing no. ICY OR 2BY WOOD BUCK. (SEE NOTE SHEET 1) c `DGE DIST irL 3 .ti ' MIN., �; •gin w U U U9 u z b w U U �il U EtH ' y vWzi TYPICAL ANCHORS SEE ELEVS. FOR SPACING (A ) TYPICAL ANCHORS �� w �j SEE ELEVS, FOR SPACING , EDGE-615i. < jA A - - • ... - MIN: a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 By L-�� ILmnk Mlaml-Dade Product Control TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS. FOR SPACING �sn xm � w� Ub -zx l• � n U yS Z b m S N w N TYPICAL ANCHORS SEE ELEV, FOR SPACING i MAX. LOAD 8EAR1(` SHIMS METAL STRUCTURES 1/8" THK. (SEE SHEET t5) w L TYPICAL ANCHORS SEE ELEVS. - -------_---FOR SPACING -_ MIAMI-DACE COUNTY APPR'D MULLION SEE SEPARATE NOA (SEE SHEET 15) ,r w TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIMS N Z \ Z r � b Z N i TYPICAL ANCHORS o p S Ell SEE ELEVS. w FOR SPACING a \ o a o \ EXT. 1/2" MAX. 1BY OR 2BY LOAD BEARING WOOD BUCK F - -- • --' i - a SHIMS (SEE NOTE SHEET 1) _CONCRETE EDGE 5'407/16P MIN� 4 a A 3 KSI MIN, DIST. P TRACK FRAMES] ANCHOR LOCATIONS J EXT. TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. LOAD SHIMS EXT U� q �. VCENAE • No. 3��� • SIT 1 / x i" drawing 9 no. l �L11mI ;sheet 19 of 23 ITEM N PART y REgD. DESCRIPTION MATERIAL 3UNF./SUPPLIER/P.EFLIRKS E1 ES-EL400-001 1 FRAME HEAD (2 TRACK) 6063-T6 - E1A ES-EL400-201 AS REDD. _ jFRAME HEAD (3 TRACK) 6063-T6 - E1B ES-EEL400-205 AS REOD. FRAME HEAD (4 TRACK) 6063-T6 - E2 ES-EL400-002 1 FRAME SILL (2 TRACK) 6063-T6 - E2A ES-EL400-202 AS REDD, FRAME SILL (3 TRACK) 6053-TB - E28 ES-EL400-205 AS REDD, 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 REDD. FRAME JAMB (4 TRACK) 6063-T6 - E4 ES-EL400-004 1/ PANEL TOP RAIL (INSUL LAM. GLASS) 6063-T6 - £5 ES-EL400-005 1/ PANEL BOTTOM RAIL (INSUL LAM. GLASS) 6063-T6 - E6 ES-EL400-006 AS REDD. JAMB STILE (INSUL LAM. GLASS) 6063-T6 - E7 ES-EL400-007 AS REDD. INTERLOCK STILE (INSUL LAM. GLASS) 6063-T6 - E6 ES-EL4GO-009 1/ PANEL TOP RAIL (LAM. GLASS) 6063-T6 E9 ES-EL400-010 1/ PANEL BOTTOM RAIL (LAM. GLASS) 6063-T6 - ETD ES-EL400-011 AS REDD. JAMB STILE (LAM. GLASS) 6063-T6 - E11 ES-EL400-012 AS REDD. INTERLOCK STILE (LAM, GLASS) 6063-TG - E12 ES-EL400-013 AS REDD. ASTRAGAL STILE (LAM. GLASS) 6063-T6 - E12A ES-EL400-008 AS REOD. ASTRAGAL STILE (INSUL LAM. GLASS) 6063-T6 E13 ES-EL400-014 AS REOD. JAMB COVER 6063-T5 - E14 ES-EL400-015 AS REDD. POCKET JAMB 6063-T6 - EIS ES-EL400-016 AS REDD. SILL TRACK 6063-T6 - E16 ES-EL400-017 AS READ. HEAD COVER 6063-T5 - E17 ES-EL400-018 AS REDD. SILL RISER 6063-T6 E18 ES-EL400-020 AS REDD. FIXED PANEL BOTTOM GUIDE 6063-T6 - E19 ES-EL400-021 AS REDD. INTERLOCK REINFORCEMENT 6005-TS - E26 ES-6011 AS REDD. SCREW COVER 6063-TS - M1 ES-EL400-GOI 4/ PANEL GLAZING GASKET (LAM. GLASS) SILICONE OUROMETER 70 SHSHORE A M2 ES-EL400-GO2 4/ PANEL GLAZING GASKET (INSUL. LAM. GLASS) SILICONE OUROMETER 70±3 SHORE A M3 ES2020-GO4 AS REDD. INTERLOCK BUMPER PVC DUROMETER 60±5 SHORE D M4 W33271NK AS REDD. PILE WSTRIPPING (INTERLOCK) WOOL - M5 W33181NK AS REDD. PILE W'STRIPPING WOOL M6 PS01-0014 AS REDD. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE M7 P501-1015 AS REDD. STRIKE FOR MORTISE LOCK ST. STEEL - MB PS01-1036 AS REDD. MORTISE 2 POINT LOCK ST. STEEL - M9 GT-R34/3-01-A 2/ PANEL ROLLER ASSEMBLY ZAMAK - M10 6844.1 AS READ, BUMPER ALUM/NYLON - M11 ES-EL400-FPI SL AS REDD. FIX. PANEL CUP ST. STEEL - M12 $8 X 3/4" AS REDD. KEEPER FASTENERS ST. STEEL P.H. SMS M13 #10 X 1-1/4" AS REDD. PANEL ASSEMBLY FASTENERS ST. STEEL P.H. SMS M14 #12 X 1-1/2" AS REDD. FRAME ASSEMBLY FASTENERS ST, STEEL P.H. SMS M15 #6 % 3/8" AS REDO. FIX. PANEL CUP FASTENERS ST, STEEL P.H. SMS M16 #8 X 1/2" AS READ. 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 1" AS READ. LOCK INSTALLATION FASTENERS ST. STEEL I F.N. SMS M2 AS READ, HANDLE INSTALLATION FASTENERS ST. STEEL F.H. SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 20-1118.06 Expiration Date 07/20/2022 MIamHDade Product Control LOCK: SURFACE MOUNT METAWC 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 METAWC KEEPER AT 44" FROM BOTTOM FASTENED TO FRAME JAMB NO ASTRAGAL STILE WITH X 3/4" PH SMS 12 �LIOENSg''.. No. i �STATE C6 / � m x q h r w 2N n Q� troQ`a a am O w N aww � N z G O U N r V pW.i �m o Qaao.°a O ulNp'm Q W Z LL' N o Q�F Q W OI f rw- i 0 0 0 0 o U� J o � �1 0 J Yam] boa to o N o� o a � �o= m C '11 i m o drawing no. W16-73 C �_ ! r.062 .743 iF-��U�� .151 —i FRAME HEAD (� TRACK) FRAME SILL (2 c7 FRAME JAMB (2 TRACK) FRAME JAMB POCKET JAMB 15 TRACK} O6� 7.157 l �u FP.AME HEAD (3 FRAME SILL (E3B� FRAME JAMB (4 TRACK) TRACK) .49E —___ --{{ —.070 11 i 1.51 FRAME HEAD (4 TRACK) FP.AME SILL S9 PRODUCT REVISED as complying with the Florida Building Code NOMNo. 204118.06 Expiration Date 07/20/2022 Miaml-Dada Product Control C n Z M W J O m Own ttl m. V N n pwti Qap¢.°i N N p m LL=NLL o _ m J�ma� Q W N f m g � N i O � o o � 0 � n J g � J -h • No, 81223 '�.• S drawing9 no. -_70Ri .� W16-73 2.686 -340 1.811 -ti .866 i•�- PANEL TOP RAIL (LAM. GLASS) .866 N- 2.993 I �{ 062 II Rh ' 2-718 1,340 PANEL BOTTM RAIL PANEL JAMB STILE t INTERLOCK STILE (LAM. clAss) SILL RISER t .340 I� 811 2.686 062 PANEL TOP RAIL JSUL LAM. GLASS) 18 PANEL BOTTM RAIL 'INSUL. LAM. GLA557 1.875 ---i t: ASTRAGAL STILE I � ASTRAGAL STILE (LAM. Gam) C1213 (INSUL. LAM. GLAS: 040 28 1.353�R L 711 Et6 HEAD COVER �Et9) INTERLOCK STIFFENER 243 �{ 863 .050 1.797 441 .087� FIX. PANEL BOTTOM GUIDE (El3 JAMB COVER PANEL JAMS STILE (INSUL_ LAM. GLASS) 711�- ___ .287-1 7 512 � .040 -=i10- .7,1 IF I 275 _J INTERLOCK STILE ',INSUL LAM. GLASS' TRACK INSEP.T SCREW COVER (E26) II 1 915 .480 GLAZING GAKET n) �-% LAM. GLASS 4 9 2 o6z � 1,075 - M2 GLAZING GASKET �i INSUL. LAM. GLASS MATERIAL = SILICONE HARDNESS 70t3 TENSILE STRENGTH = 1139 PSI ELONGATION AT BREAK = 235% TEAR STRENGTH = 107 Lb/IN BRITTLENESS TEMPERATURE _ -40' F COMPRESSION SET = 125% (22h®217F) PRODUCT REVISED as complying with the florida Building Code NOA-No. 20-1118.06 Expiration Date 0712012022 Mlaml-Dade Product Control �I ci c 0 O � o v: J 0 0- Z w o �/ h1o. 2_ n ��'•. STATE OFrowingno. •.FCOR0N yy16-73 11 FRAME TOP CORN R 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS M74 FRAME BOTTOM CORN R 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (7) ADDL FASTENER 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS PANEL TOP/BOTTOM CORN R LAM- GLASS RAIL & STILE (SHOWN) INSUL LAM. GLASS RAIL & STILE (SIMILAR) PRODUCT REVISED as complying with the Florida Building Code r+oa No. 20-1118.06 Ezplration Date 07/2012022 Miam�Dade Product Control z � 0 O y N F � h N t �O Ii O O O�y^ VowK Q��mo Qaoo.°� W � � i w p O o � M s U J ~ z Jw S � J � 0 3 ZQzQ Now %.= 9 vows ST drawing 9 no. '.�'•_`to��oa..: Vie. W16-73