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HomeMy WebLinkAboutProduct Approval o - M71 MIAMfDADE ARAM-DAPS C("TY r i 77 V ��!�,y7��FROD�U i CONTROL SECTION` DEPARTM ENTOF REGULATORYANDECUNONHC.RESOURCES(R R) C'1� `ll>OS S W 26 Sfree&Room 208 PPA":AND CODE ADMINISTRATION DIVISION ��' I I�i � � �{ � �✓(786)31�"2�90 F(786)31�-2599 NOTICE.OF ACCEPTANCE; OA ;, �.�� ,��;, w�.mi�idiide>eov/economy : "--RECEIVED &\J !l G ES Windows,LLC: \V i EIVED 3550 NW 49`f'�Street BOC Miami,FL 33142 A P�2-8.2021. t SCORE: ri ti � L� 0 LJ> 1 'u �i �u This NO.A is'being.,issued under the applicable,rules An obr iel6ip e of construction materials,Tyre documentation sub-fitted ds beeiirevlewedandaceeptedby Miam1 a e C"ounty.RER Product Coritrol-a on to be.used in N iamiDade County°and otl a 'areas ovhere.allowed by the Authority Having Jurisdiction(AM). This NOA.shall-not"beval'd-afterthe_expiration date stated below:Tl e.Miami-Dade.CountyProd ict.Control Section'.(In Miam1 Da.de County)arid%or the::.AHJ(iri areas:ofher than Miami Dade cq*it )reserve the_right to hav"e thlspioduct or'maferal tested`forguallty assurance purposes,If this pro':duct:or material faias to: perform:in tl e.acceptedmanner,-the manufacturer will-incur the,expense-of such testing:and'the AM may immediatelyrevoke,modify,,onsuspend:the use:ofsueh'�product_or-material within their'jurisdiction.. RER reserves'the right to revokethls acceptance, if it is determinedlzy Miami Dade County Product-Control Section thatihis product or material fails to meetthe requirements:ofthe applicable building code„ Thisproduet'is�:approvedas-,describedhere n;.andhas been designedto;complywiih..the Fto•ridla-Building Code,includingthe High Velocity Hurricane.Zone. DESCRIPTION Series"EL400"Aluminum Sliding Glass Door L:M 1 _._ _.. APPROVALDOCUIVIENT DrawingNo.W16=73RevB;"titled"ES EL400Alum".Sliding Glass Door (L.M.I:)";sheets i through23-�of23 ,dated ll/28/16andlastrevisedon DEC 3. 2020:, prepared by Al- Farooq Corporation,signed:and.sealed'by Jalal:Farooq,RE beating the Miami Dade County Product Control Revisionstamp.withtheNotice-:ofAcceptancenui-berandrevision datd-by th'e1Vhami.DadeCourity PfoductCorifrol Section. 1VIISSI,LEXMfA.CTRA:TING.Largeand;Small=Missile"Impact Resistant ..�"-._ Limitations: 1.. SeeBlevations in:sheets l;2,3,4 and anchors regclirements See Header anohor capacity cJ its in sheet 6 and'Glass capaeity VS size in sheet,5. .Overall..Lower Desigri;Pressure(DP)_con'tiols for entire the assembly. . 2. Seesheets Tihrul3:forvariousconfgurations,.tracks;.pockets;non=poekets:andallowable frame area; LABELING:_Eachunii shall hear:a permanent label with=the manufacturer's name orlogo,B'aranquilla; Coluimbla, SA.,senes,andthe follow,ing,statement-'1Miami7Dade--County Product Control Approved"; unless otherwise noted herein: RENEWAL:ofthisNOA shaffb.e'considered:after-arenewal applicationAas beenfi ed and there has been no change in the applicablesbuilding-code;negatively affectingthe.performance ofihis:product. TERAHNATION ofthis NOAwiff occur after the expiration date or if'ihere has:been a revision or change in the ihateiials use;andlor manufacture ofthe product or process misuse ofthis NOA as an endorsement of any p oducjpt.-sald!Z advertising or any other purposes shall automaticallyte 7ninatethis NOA.;Failure to comply ,with anysection ofthis NOA shall be-:cause for:termination and.removal ofNOA.- ADVERTISEAMNT:r Tie;NOA.numb"er preceded.by the. words Miami=Dade County, Florida,; and followed.by`the=explrationdatemayb'e displayed inadvertis nglite ature. ,If a14 tion oftheNOA i_s: 'displayed,then it'shall be done in its.entirety. INSPECTION. A copy of. this.entire NOA shall be-prouidedto the.user by ahe inanufa_cturer-or its distributors:and.shall'b"e available.for insmetion at the iob site,at therequest of the 8diding Official: This NOA revises•NOA#1.6-:0617,02.eonsists of this page 1 and evidericepagesE=1.,E-2 and E-3,as well as appioVal doeumentmenfioned above. The submitted documentation,was.-reviewed by IshagI.:Chanda,EK. " NOA No 20-I118 o6 Miar1l•oa�E'CouNrr a Expi'rahon Date July20,,2022 NEWgg Approval Dated January 07;2020 James Drago, 4 Digitallysigned by James Page l AP�ROVED"' Architect �e,,Drago,Architect AR0009780 Date:2021.04.1314:38:49 AR0009780 -�'00` ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approval. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 'Drawing No. W16 73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.1.)",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.withLetterof 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 CERTITICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America,Inc. for their "TrosifoI®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-51"Edition(2014)and FBC-6t6 Edition (2017) dated 07/12/17,issued by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. Ishaq 1.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 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 1.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 AI-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-7tn Edition (2020), dated 11A8/20,prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTME1300-09 &-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. fortheir "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 AI-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,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA No. 16-0617.02 and updates to FBC 2020 (" 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 I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-1118.06 Expiration Date: JuIy20,2022 Approval Date: January 07,2020 E-3 •mil . 15"MAX. 6' �U E] HEAD TYP, HEAD ANCHORS AT INTERLOCK ENDS rj 8SEE SHEET 6 � ADOL CLUSTER TI 4 OR 6 m CORNERS PAIR FOR QUANTITY&CAPACITY Q vmi n 2 TRACK • `_, ,� FRAME HEAD m 0 U n z 95 3/8, IWy fL� DOOR FRAME WIDTH o a° PRODUCT REVISED as ComPIVUg with the Florida Building od0 It -No. 204118.06 maps IS Iration Dato 07/20/2022 �, m Q it r Mlaml- a o Pro ue!Corrtro o a�\� �• � \� `� ;I'%/ I; '% = m MIN. 11 II li it m W DAYLITE OPENING WIDTH: PANEL WIDTH — 5.688 o 0 DAYLJTE OPENING HEIGHT: PANEL HEIGHT — 5.813' O PANEL HEIGHT DOOR FRAME HEIGHT 1.250" ,��'•t 3 M POCKET JAMB FALSE MUNTIN 8 D 2 TRACK d eqi ANCHORS OPTIONAL 42 1/2' FRAME JAMB to 42 1/1 D.L. OPG. w W In THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT, o.L DPc. 5NUTTERS ARE NOT REQUIRED. 48 3/16' 48 3/16" PANEL WIDTH PANEL WIDTH MIES ES-EL400 n AtUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S --• � � FRAME SILL REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE — INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 8'MAX. SILL ANCHORS 113Y OR 2BY WOOD BUCKS&SUCK FASTENERS BY OTHERS, MUST BE SILL CORNERS 15'MAX. 6' AT INTERLOCK ENDS 0 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS SILL T•rP CLUSTER OF 4 TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS TYPICAL ELEVATION o m AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE •q o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSTRUCTIONS: OX A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AS FOLLOWS ``11111111111rr�/ <m ALL SHIMS TO BE NIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. %. ......•,• STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED .. N o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ON WIND VELOCITY.BLDG. HEIGHT,WIND ZONE ` .• T COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE USING APPUCA13LE ASCE 7 STANDARD. n REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. NO. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ' � FOER THE REINFORCING OPPTTION0U LE ON SHEET 5 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION DEC 3 _ $ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 3 0 Zpg � ''• WATER INFILTRATION RESISTANCE ETC. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFEO Q F � � drawing no. CONDITIONS NOT SHOWN IN INIS DRAWING ARE TO BE ANALYZED SEPARATELY, IN STEP 1 ABOVE AZOIt10T;..' W16-,733 AND TO BE REVIEWED 13Y BUILDING OFFICIAL. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND.3 '� )���F(i�% DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASO)'. SHALL APPLY TO ENTIRE SYSTEM. IQ111 1j111� sheet 1 of 23 ^l 4 n) 15"MAX. 6' HEAD ANCHORS `#� HEAD . A7 INTERLOCK ASTRAGAL ENDS `u 6°MAX. fO 3' CLUSTER OF 4 OR 6 CORNERS PA1R FOR QUANTITY& CAPACITY O a q 2 TRACK a .•. � � '1 FRAME HEAD 169° 'SYP' NNµi DOOR FRAME WIDTH paoa� it aN�� I PRODUCT REVISED J 2a N oe oom lyin with the Florida a W m 2 II I Building Code °� ° . E II '• Ij F �. - BOA-Bo. 20.1118.06 � ¢ ry�/,• II / �/. ./ Euplratlon Date 07/20/2022 I1I� :' �' •�' By !S�1•LlH�k v u°� J I� 3�==� Mlem ee ro u Co�wol oS a. o __= ===yi=_; 1 MIN16° g �ggL II I� J POCKET JAMB FALSE MUNTIN 8 D = ANCHORS OPTIONAL 42 1/2' 2 TRACK W to J 42 1/2" 1 D.L.On FRAME JAMB M 1;-u D.L. OPG. 48 3/16' 48 3/16° PANEL WIDTH PANEL WIDTH `- 2 TRACK °8K `7 7 FRAME SILL `u 6 SILLS• i SILL ANCHORS• °1 CORNERS •�" < 15'MAX. 6° AT INTERLOCK/ASTRAGAL ENDS SILL TYP. CUJSTER OF 4 �e�R ' a o�S TYPICAL ELEVATION > B ox—xo t�11 IUIUI,� au�<m DEC 3 0 2020 `® draw'mg no. � ���AI°111���� sheet 2 of 23 `+1 is"MAX. 6• HEAD ANCHORS 4,V HEAD NP AT INTERLOCK/ASTRAGAL ENDS CLUSTER OF 4 OR 6 m 3" SEE SHEET 6 3 6" MAX. \i ADDL FOR QUANTITY& CAPACITY Z q HEAD, PAIR O 7a , CORNERS "' _ I 3 TRACK qEy. rT g i. I• FRAME HEAD a'O��s t°•, s" c: 279 9/16" 7YP. IL O DOOR FRAME WIDTH M g A c �i ;A O O Rpm o It 11 IL 2 45 it a y E = IL�/ I� F to C 6 J m 2 3/11• 0 1O II N In z& ii ii c F - In R- v N d•v'� 60 ? g p PRODUCT REVISED + g Z POCKET JAMB FALSE MUNTIN an complying with the Florida d o „ ANCHORS OPTIONAL Building Code 42 1/2' 42 1/2• NGA-No. 20.1418.013 3 TRACK M m D.L.OPG. D.L, OPG. Exptratlon Date 07/20/2022 FRAME JAMB 0 3/16" �sT• I•Ly,.J 46 3/16" PANEL WIDTH MIaml. ado Pro uct ntro l" PANEL WI DTH 3Sq ` `_~ t ._. 1 T 1 3 TRACK o 8 FRAME SILL •m u 6" �' SILL ANCHORS a SILL n 15"MAX. 6" AT AL ENDS ENDS CORNERS Sq1 TTP. CLUSTER OF 4 a� TYPICAL ELEVATION F�5 OXX—XXO tttttlltllf �r� c<m ���tP:•'�GEN3E' '� i .I NL:111223 PEC 3 0 2020 .®' d drawing na. '� •* � W16-73 10`MAX. 4`MAX" ANCHORS'A'&'B' JAMB 6-1/8`MAX, gp CORNERS ANCHORS'C iz N� n u u u � ii m A m tr----n==-yr-- [- m N 11 .1L__ II II it II II I� I ` .t .p DOOR FRAME HBGHi Z pp P N f�'... 0\ Q ll ��\\;♦ n O O L) N ' 106 3/4` _ PANEL HEIGHT ^r1 " t- •t t'1 11.1 100 15/16` - D"L OPG. 5 7/16` 3 MIN. TI N. MIN. - t• N _ o 0 L O X _ X I X / Xm o Down; 0 ~x err O mnax =_F 60 A'y �qt m1 ZZ A y R D E. Xo n p mb c cti m _ d N�� w t- o 1°Ia p 1 3< �7 V �N 1 cog:' yA 13 3/4' mS� MAX. JAMBS x F CORNERS m �" fill ttttt` s a eaa tt-za-ts revisions: ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a m no a e escn Ion 8,m ENa1NFFRR5 PRODUCE DEVELOPINF.Nf tee:s/e'mr-o �•12•+� �•PER PER��5 E.S, WINDOWS LLC f la ,o a tt.oes UPDA70 To 2020 rEc 9380 SUNSET DRIVE,SUIiE?20 355U N.W. 49 STREET MtAM1,FLORIDA33173 (CA-M.ssse)y G.d,W. TARIO MIAMI, FL. 33142 TFl(30M 26"100 FAX.(3D5)262-0978 (A UI c ."W by. TEL(305)638-5151 FAX.(305)638-5158 COMP-ANL W76-73ES DESIGN LOAD CAPACITY PSF _ 3/.16"'TEMP,GLASS lu E ,f1NTERLOCK &`" ,-,,INTERLOCK ASTRAGAL STILES" ASTRAGAL STILES 3%8°AIR SPACE - 'o AVERAGE._ODOR FRA1dE r1IIT80UT.RFINF.Y •WITH;REINF. :PANEL WIDTH HEWYif .. - - 3/18'HEAT STREN'D.CUSS 3/i6"HEAT SifiEN'D.CLASS z` q.m [NCHM 1 INCHES W.(+) INt.(-) ,E%T.(+)'"i-(-) :0:1- M: 30. ,60.0 60.0 80.0, 80 0 Z f, 090'Interlaye, 090'Interloye, 60.0 1'80.0 800 Trosifol PVB. Trosifol.PVB 42 82 60.0 60.0 HO.O 800 O 'KutarBy America, R Kararoy.America;Inc.' p 0 V' . OR 0 47-1/4 -- 60.0' 6D.0 80.0 80,0, 090'Interlayec 090°Inledayer �,,• 48` 59.1' 59,1 78,8; 88.8 SentryGlas SentgGl.s p n BY Kuromy;Anlerica,Inc.' By"Kamray America, Inc.' 0 N ae77 54 52.5 52.5 70.0 70.0 OR OR_ V 0 J j 60 - - 47.3 4Z.3. C90°'Interlayer 090"Intedayer ' 30 :60.0 60A .80:Oj 80,0'' SafleX Cleo,And,CgiPr.,Glass Saflex Clear And Color Glass. 6y'Eastman.Chemical Co.'• By'Eastman Chemical:Co:' 0.a p.�, 36 :60:0 60.0 80.0 80.0. 0R OR .0.4 b¢ 42 84 '800 60.0 80:0 80,0 075"Inte"dye, afle Inter With u1 y p; .Sallex CP Wdh,PET Core Soflez CP With PET Core aQ• '.0.1 rn 47-1/4. 60io 60.0 80.0 80.0 ey'Eosiman Chemieat'Co:' Sy'Eastman Chemical Co.' 48, 59.1 59.1 70.8 76.8 54 528 _52.5 .70.0 70.0 3/16"HEAT STR.EN-D..`GLASS 3/18 HEAT§TREN'D. CLASS 60 - 47:3 47,3_ 30 60.0 :60.0 BO.O ,80.0 _ 36 60.0 SO;O 80.0', 80:0. 42 90. 60.0 :60.0 80.0 80;0. 47-1/4. 60.0 60.0 86.0 60.0 48 59.1 '59.1 78.8' 78:8 "� -.•.!i M1 �j �j I p 0 54 - - •52.5• 52,5: � 30 '60.0 60.0 .80.0 86.0 1� 36 60.0 60.0; H0.0 •80.0 a o J LL 42 96 60.0 60.0 1 80.0 80.0 t5 2 47-1/4 60.0 60.0: 80;0 :80.0 OF �rtn I 3 Cn 48 - - 59.1 594 PRODUCT REVISED as coinplyisg with tho Florida O0 M 9 30 - - 60.0. 60:0 Suliding Codde, _, M 36- - - 60.0 60.0 NOA-No. 20-'1418.06 ,C�1 ASS TYPE 'A' GhA55 TYPE 'AL' o Z 42 102 - 60.0 60:0 7/16 OVERALL GLASS' '" I."OVERALL INSUL LAM.CLASS a, 3:Z Explmtlon Date 07/20/2022 d' to C, 47--1/4 - - 60.0 60:o sy Isu�7•f•Cb+nn C IY`�'° GLAZING OPTIONS 4g - - 59.1 59:1 w W -- 3060.0 60.0 :Mlamf-Dado:Product Control 38 - ;6O:0 GO.O: 42 108 _ 60:0 SIG: 3/6"'AIR SPACE CONSISTING OF: $$. SPACER: ` o Pa' 'HELIMA' LOW'PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND:THE PERIMETER OF THE GLASS: NOTE: P RIME7E0 a ANT SILICONE, GLASS CAPACITIES ON THIS SHEET ARE DOWSIL 791 BASED ON ASTM E1306-0$; (3'S,E¢. GUSTS) v „ n AND FLORIDA BUILDING.COMMISSION GE 2000: o o 0 n.en' a:+ no cn in, C11 1 en, DECLARATORY`STATEMENT DCA05-DEC-21.9' H `Iltlll llf li) •`c .INTERLOCgc' ASTRAGAL •INTERLOCKS ASTRAGAL `�\�f F 7 W/O,RENP. R/0 REINF. NITR REINF. WITH REINF. � ��� �i� e - � CEN3�cr'• •T` •u 0 DOOR FiL1ME:.WIOTH QCC q q 23 AVERAGE PANEL'WIDTH = SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF 3O•NUMBER OF PANELS 37- DESIRED GLASS SIZE AND.REINFORCING TYPES. SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. �� W BTATE �/� drowing no. DOOR HEIGHT.AND'WIDTH SIZE MUST COMPLY LOWER:DESIGN PRESSURES FROM DESIGN LOAD CHART' �� �•-,!�[pR1DP ®%�,- W16773 EGRESS REQUIREMENTS PER;FBG AS REDUIREO.. OR HEAD ANCHOR CHART`WILL.APPLY TO ENTIRE SYSTEM. �/rnnn111I sheet 5 of23 HEAD ANCHOR LOAD CAPACITY-kSF w IIm ,�.ANCHORETYPES,A & B•;.;`,` ,,: ANCHOR,�TYPE''C;_ '° 1/4",MAX. SHIM 3/8 Ma SHIM 1/2"MAX. 9NIM 3/8"`MAX,SHIM 3 4 ANCHORS 6 ARMORS 4 ANCHORS .;6 WCH 8OR64 ANC00E5: 6ANCHORS 4 ANCHORS ANC80R9 AT AM AT HMG.. AT HMG AT MTG. AT HTG. AT HTG, AT lfit AT MM. AVERAGE :.DOOR FRAME. S=ENDS SKIS ENDS 'SMRE'MOS:. 'BYRE ENDS. S1HE ENDS, STRB BNDS: STH%ENDS, SIM ENDS: F� �:N a. ` PANEL WIDTH 8Ebff EXL.(#) EXL(+) -,EXL:(+). EXT.,(+): ERT.(f) M.(+) -EXC.(+) EXT.(+) Q a 5`�' o .INCHES INCNFS' I'll INM. INT. - .INY. 'INT. - INL INi. INY, .-'. M;O ..,v .sNpy�.'o U 30 80.0 80 0 80.0 80.01 80.0 80 O So. 80 0 36 �I ,80 0 80.0 80 0 80 di 80 4 MA ff 42 60.0 fi0.0 80.0 80.0 71.5 80.0 80.0' 80.0 9 Nlr 47-1/4 82,,;a 80.0 80.0 66.0 60.0 63.6' 86,0 80,0 80.0 07�M:, 0 zrc,. 48 80;0 80:0 80.0 80;0 62.6: 80.0: :80.0 80.0 0 6 a', 64 80.0 60.0 71.6 6C.0 55.6' '7C2 72.7 60.0 60 72i7 '80;0 64.4. 8010: 50:9: 668 65:4 .80.0 O�W= , 30 80.0 60.0 1 80.0' 80.0 80,0 Mo Mo 80.0 y10 36' 80:0 - 8016 86.6 B0.0. 60.0 80.0 80.0 '.•80.0 J:K d t�D1 1 42 86.6 80.0 80.0' 80.0, So's ;80.6 80.0 80.0 Q,W GI� 47-1/4 04 80.0 80.0 79.8'. 180.0. 62.1 80.0 Wo 800 '48' 80�0 Sox,_ 76.6: 180.0. 61}1 60:0 79,9 - 80:0. :PRODUCT REVISED 54 78.9 80.0' 69i9 80.0 'K4 72.4 71.0 80.0 as bomplyldg i4lth.ther Florida Building Code - N. 60'. 7L0 60,0 62;9BOiO 48:9 65;2 63,9 80.0 �` I' , 30 80.0 80,0 80:0 86.0 80 0 60.0 60.0 80.0 'NOArHo. `20.1118c06 36 80.0' -60.0 - 80;0 80,0 76.1 80.0- '60.0; 80,0. Expiration.uate:07120/2022� 42 90 80.0' 80.0 80.0 80.0 65.2 80,0 80.0 80.0- By X vi 47-1/4 80.0 .80.0 74.5 80.0 57.9. 77.3. 75.7 80,0 Miam a e Product Control 48 80.0 80;0 73,4: 80.0 57.0: 76.1 74.5 80.0 .j S4 73:5 80i0 55,2'.. 80:0: 50.7 67:6 68:2 'SO.p z -�W. n o;•' 30 80i0 80A 80,0. 80.0' 80A '80:0 BOiO 80:0 W t J�•,�: 36 -80'060;0 80.0' B0,0: 71.3 8Q'0 80;0 '60:0 ,3 m 42 96 60:0 80.0 78.61 80.0 61.1 om 795 80.0 47-1/4 78.9 80.0' 69:9 80:0 i 54.3 72I4 1 71.0 60:0 o Z, 48 60:0 60.0*, ,fi0.0 60:0 53i5 60.0 60.0 60;0„ 30 60.0: 600 and 66.0 60.6 60.0 60.0' 60.0 m m W Lj'o¢: 36 60.0' 60,0 .6010 60.0 60M 60'0 60.0 60.0: .M� 42 102 60.0'- 06.0 60:0 MCI 575 60:0 60,0: W-O�: 47-1/4 60.0 60:0 '60.6 60.0 i51.1. 60.0' 600 60.0 48 60.0- 60.0 60.0 60.0 50.3' 60.0 '60-(0 60;0 Ln 30 60.0 60A 60,0 640; 60.0` mo 60.0 6010 ' 38 10B 60:0 600 60.0: 60.0: 60,0'. 60.0 � '42 60:0 60i0.. 60.OI 60.0 54,3� 60.0 '47-1/4 _60.0 60,0. 60.0 60.0 48.3; .60,0 1 60.0.. _ ;60;0 `u SEE CHART•ON.SHEET,5 FOR'DESIGN LOAD..CAPACITY.QF m DESIRED GLASS SIZE AND REINFORCING TYPES, SEE'tHART ABOVE FOR HEAD.ANCHOR`CAPACITY: c ui m LOWER RESIGN PRESSURES FROM•DESIGN LOAD CHART ' N � OR HEAD:ANCHOR CHART W.1LL,APPLY.TO ENTIRE SY$TEM• d a m N0. 3 0EC 3' 0 •.; drawing no. r�yMlOkA9.1 `� sheet 6'of 23 DOOR FRAME W. V , E 0 Z q r 3 F G� h W EXTERIOR WON N OX (SHOWN) Q 5 gN g Xo V p9vi DOOR FRAME W. g g p¢ g ()0 5 a wI H D NOTE. 5 2 i F 4= 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. -0 0 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5.' 0 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19, v n XX (SHOWN) EXTERIOR o w DOOR FRAME WIDTH y PRODUCT REVISED U as complyin¢g with the Florida Building Codo z w is E i J i. C NOA-No. 20-1118.06 N S F Expiration Data 07/20/2022 to N a 4- By z IswZf•L/n.k z Mlam a o Product Contto 3 J C w LOEXTERIOR OX—O (SHOWN) 0_XO DOOR FRAME WIDTH L 0MR 0 EXTERIOR > XXIOX (SHOWN) — r9 m XX—XX No. 23 I APPROVFO CONFI+URATIONG OX XO DEC k NO —PO -KET�D—�OR.c C 3 TWO _ rA1f(2� TRACKS 2010 ^� s -— �O drawing no. y) DOOR FRAME W. DOOR FRAME WIDTH ____ ----- ------ n Z f.Q I K o6 I pOv � __ I zx I I xz m a �6 0 g l ao I a� o i I 1 "d dfu� L--�--- EXTERIOR i s L EXTERIOR ° M 4 PX (SHOWN) PXX (SHOWN) ° XP XXP 99� DOOR FRAME WIDTH O 4 t _ it N(�ZO h o I YiF lao v N o L�..___ EXTERIOR 0 m o .. PXX—XX (SHOWN) NOTE: m 6 XX—XXP 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. o U DOOR FRAME WIDTH 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. z w OEM{ Q ¢• loz v icz c I = I o W W to� EXTERIOR PRODUCT REVISED an eomphring with the Florida PXX—XO (SHOWN) OX—XXP Building Code N=-- 204118.06 Expiration Data 07/20/2022 DOOR FRAME WIDTH Dy ISI«11•L�nnk oN Q I____ Miami-Dada ro u Con w I H O F 0 J O F H m I-� d- z? m o a s� a EXTERIOR PXX—XX (SHOWN) No XX—XXP DEC PXX—XXP '3 APPROVED CONFIGURATIONS ^�d 8T E �I drawing �CKE?ED DOORS F[ORIOp \ 73 T•WO (21 TRACKS '�MMMI�tl�I�1L�1` sheet 8 of 23 o(� NOTE: DOOR FRAME wwTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O 2. FOR APPUCABLE DESIGN PRESSURES AND REINFORCEMENTS Z q n REQUIREMENT'S SEE SHEET 5. �` � zz 3.'FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. 7u7 o U S OG� LL OXX (SHOWN) 43 XXO PRODUCT REVISED it I as comp Ing with the Florida Q Dullding edo NOA-No. 20-1110.06 :{b expiration Date 07/20/2022 DOOR FRAME WIDTH By ISI.•21•L6++k MlarnPbacle Pnoduct Control G o D EXTERIOR g 30+M N XXX (SHOWN) � 0 a'M g 3z�� d Nis ni to g DOOR FRAME WIDTH EXTERIOR v 3 j F H c ins M m o- S ......... lllllr'' m e m TG �i oxx-XXX (SHOWN) DEC 9 0 XXX-- � XXO drawing na.- OXX—XXO PRO�(EQ CONFIGURATIONS XXX—XXX NON—POCKETED BOORS ���j. �..... THREE�TRAM ItI ��� sheet 9 ot23 DOOR FRAME WIDTH NOTE: U w M 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. �4, m 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. Z g g j j56 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. q zd I a$ K G I z x I O I Sy 4' 4- 0 H. � V a aryl. �' �. I - Q EXTERIOR w VV yj PXXX(SHOWN) a R 2'' XXXP Ca°o C '�� n s� a UN- - Izz I Qy4 -71 IF I�a � DOOR FRAME WIDTH EXTERIOR $ PRODUCT REVISED VI� I as compl91a9 With the Florida K f F F F E NOA-Nog -1118.06 J W St, o o- a' 4' ``� �' a Expiration Date O712O12O22 3 m' zz p�r'�gI m gy Igw,Z1•Lb,nk � _Z n of c I �� Mfaml-pa a Produc Cantr 0 3 I ao 3Z a^ E2 Lj PXXX-XXo (srlowN) OXX--XXXP —rig z a I o c , za DOOR FRAME WIDTH EXTERIOR C N F No.81223 = I p qrr�Iqq _ a 3 a o DEC 3 Q 2ULQ •'•, '� $ 5 APPROVED CONFIGURATIONS ��•.• : drawing no. PXXX-XXX (SHOWN) POCKETED DOORS i`2(` ROR.. . �,\`�� W1 6-73 P(XX XXXP THREE (3}__ ) TRACKS ����Sj ALlt� �`� sheetiOaf23 DOOR FRAME WIO•IH NOTE: �4� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 3 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z h a J REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. F f F KN o o c/ o- o- o- MIS O � E S Ion W XXXO(SHOWN) EXTERIOR 0 In c 0 �o ti z_o DOOR FRAME WIDTH PRODUCT REVISED w m 2 an comptying with the FbAda Bulldl++g Code HoA-No, 20-1118.06 H % I % O Expiration Date 07/2012022 v -D G- w o- miaml-Da o Pro ue Contro p � o o a Z J w XXXX (SHOWN) EXTERIOR N ul. 3�.hn j O a 7 0 • � � M n g 3 Z, to LO Line s�o EXTERIOR DOOR FRAME WIDTH c HCH� y rs H % /• � � J � llllllllllil/ ��am / F F / F /.F F F ���9�' l°F•N9F• /': a _ No. = 1 DEC 3 0 2020 �_ = 9 5 APPROVED CONFIGURATIONS :�® STATE �•Qy,` drawing no. XXXX—XXXO (SHOWN) NON—POCKETED DOORS �i� �'•• ML•:�G\�� Wl 6-73 oxxx-xxxo FOUR (4) TRACKS /��� XXXX—XXXX /1lrllllllll sheet��of23 J 4'> DOOR FRAME WIDTH u I Z q 0 I I I I W w j K F j F F O O u o a 4^ o 10. 4- �a - - d O IWu a I I s d` G LL o �� IZZ vtlpm Lo 1� Otfr°i�o PXXXX (SHOWN) XXXXP LL n NOTE: H O PRODUCT REVISED 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. os complying with the Florida 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS SuRding code REQUIREMENTS SEE SHEET 5. = ,� NOA-No. ' .08 :9 Expiration Oslo 07I2012022 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. v � o: m By I0-71.ZA�k g Miam ado Product Contra z �W 0 z g 3:2! d < to N 4 0 L o-- EXTERIOR o DOOR FRAME WIDTH _1 o o m I I S� Q• o- C� 40 -0 -0 -0 15 6•^_ o I y \\111111 III,, c a m o ����.•V\GENgF. �: m PXXXX—XXXO(SHOWN) OXXX—XXXXP DEC — s 3o2a�� - a APPROVED CONFIGyRATIONS (D't 8TA rC drawing no. ' POCKETED DOORS % •' .;20R10�.�•�\`I W16-73 FOUR (41) TRACKS AL sheet 12 of 23 NOTE: �v 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. m 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z g J REQUIREMENTS SEE SHEET S. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Fs " a qL SF^ o O O N m Ci'o Itl Oao PRODUCT REVISED Z p as complyingith w the Florida Building Code o� NOA No. 20.1178.06 J 5 Expiration Date 07/20/2022 By 1;"?1•Lb„k Mlaml-Dade Product Contro J 1 m a J rij Z J W 33: �N Z d tri�Q R I w W LO 1 1 I� Ia I a L o EXTERIOR n msd DOOR FRAME WIDTH ie cm'g F r F / `% ........... �� m a I rn - No. 23 I I S � �� it i ;�x_ s " �• do a ^^-- - APPROVED CONFIGURAMON8 DEC 3 q qq :Q1•• 6nTATE ,•�1� drawing9 no. PXXXX—XXXX(SHOWN) POCKETS DOORS. Q 1i�LQ .4..... . \` XXXX—XXXXP FOTJR 4 TRACIGS � ® �������� W16-73 PXXXX—XXXXP lllllll IIILt sheet 13 of 23 TYPICAL ANCHORS TYPICAL ANCHORS FOR 3PAC1 C SEE ELEV. n_. -Aa FOR SPACING 1BY OR 2BY �m DGE OISf: 1 13(,16 WOOD BUCKCONC{ _ E DST. 1 13/I6 ..3 1(S1RM N.IN. Et M74 y�4 ap I E7 M5 cy o 80 M13 I I j j I I I i 6�irn� � E4 I I I I I 1 1 II I I I I I I I.I PRODUCT REVISED = uCO i t i i i as complyingg with the Florida v n I t I ! 1 1 { II BuIldlne Code m N.No. 20-I I I ILOG 1 Expiration Date 07/2012022 LI Mlam-0ade P uct Control -9 Z 0 I I I z 1 I I c4 u o p W W d I J x N 30 n I 1 1 Ij j I I J O d = 00 �s U a �z -�, i i i I I 1 1 1 11 i i I II i II I I I I I I I E15 II ! FS M13 I I I I I I I M9 �85 t I' OE9 l I 1 1 M13 E17 a M72 r T O E77 O O d?S E1B I ® ® M5 n O n N C d'�,• D C M5 E2 h S CON CRETEd CONCRETEd.a.: •V POURED&HARDEHARDENED •3 NSI•MIN:'.'.. .7�1.T(g6 � H. u o . 3 •' • HIGH STRENGTH GROUT ., , `, CEN3F'•.•• i NON-SHRINK, NON-METALLIC N" No, 223 N Pc= 5000 PSI MIN. �+ q EDGE DIST. EDGE DIST. DECF1C O ZOZO 1!7:• NOT BY E.S.WpW.' MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS d 8TA� '• � drawing no, TYPICAL ANCHORS SEE ELEV. % ORI�p. \� SEE ELEV. c� W16-73 FOR FOR SPACING SPACING ''�sl�j�hi'A�tt ���` sheet 14 of 23 �I METAL �a STRUCTURES _TYPICAL ANCHORS: SEE ELEV. FOR SPACING EDGE DIST. MIN. o EDGE DIST. 1 13/18' i/8"THK. z n 3 — AT HEAD —•— .— —. — . o MIN. 0 n m TYPE 'A'- 1/4'DIA. ULTR.ACON+ BY 'DEWAI T' (Fu-164 KSI,Fy-148 KSI) a j O INTO WOOD STRUCTURES IL 0 QQIL 2' MIN. PENETRATION INTO WOOD I 0 p THRU 1BY BUCKS INTO CONCRETE I y z�ggm y z 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. I �9 ^ n �� a c m 0 TYPE 'B'- 1/4" DIA. I T A.ON+ BY 'DEWA T' (Fu=164 KSI,Fy-148 KSI) I O t 2 DIRECTLY INTO CONCRETE TYPICAL ANCHORS TYPICAL ANCHORS 2" MIN. EMBED INTO CONCRETE, 1-1 2" MIN. EDGE DIST. ELEV FOR SPACING i1 SEE s�MATE COUNTY APPR'D MULLION / FOR SPACING 1 I k 2 i I TYPE 'C- 1/4" DLA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS I 7SEE ORINTO METAL STRUCTURES(3) THREADS MIN. PENETRATION BEYOND SUBSTRATEALUMINUM: 1/B"THK. MIN. (6063-TS MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)—AT SILLORS U TYPE 'B'— ]/4' DTa ULTRAGON+ BY 'DEWALT' (Fu-164 KSI. Fy=148 KSI I PRODUCT REVISED ascomplyTn�Wkh tho Florida ' z w — DIRECTLY INTO CONCRETE Building Code FOR SPACING c Of 1-3/4' MIN. EMBED INTO CONCRETE — — — — I BOA-No. 20-1118.06 Tri v~j c h — AT JAMBS — •— • — •— J Expiration Dato 07/20/2022 p cn r i ❑ �S — — — By I cG"Z I.L6+"k o Z J /4 TYPE 'A'- 1 " DIA ULTRACON+ BY 'DEWALT' (Fue154 KSI, Fym148 KSI) Mlaml-Dada Product control 3 Z tL INTO WOOD STRUCTURES I d C, 2" MIN. PENETRATION INTO WOOD w vig 41 n 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' DIAL I A.ON+ BY 'OEWA T' (F-164 KSI, Fy=148 KSI) + DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2" MIN. EMBED INTO CONCRETE 2" MIN. EMBED INTO GROUT FILLED BLOCKS 18 IsTYPE 'C'- 1/4" DIA. T KS OR SELF DRILLING (GRADE 5 CRS) SCREWS m m INTO F.B.C. APPROVED MULLIONS I OR 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY'E,S. WDW.' INTO METAL STRUCTURES I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE AND TRANSFER THEM TO THE BUILDING STRUCTURE. o g ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) S STEEL' 1/8" THK. MIN. (Fy = 36 KSI MIN.) \` `1`1!11t1IlITTr�'/' <m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �. 6NGHOR EDGE DISTANCES !• - n INTO CONCRETE AND MASONRY = 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) 'DEC3 NO. 3 INTO W000 STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. erA r drawing no. WOOD AT HEAD OR JAMBS SO - 0.55 MIN. � �.'F� O•',. ���� W16-73 s G CONCRETE AT HEAD,SILL OR JAMBS f'c =3000 PSI MIN. �y�,'�����L``� C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. TI11I1111t sheet 15 of 23 O O RE1NI! AS REOD. © lih! PANEL WIDTH E19F R CAPACITY METAL TYPICAL ANCHORSSTRUCTURE SEE ELEV.FOR SPACINGMIS M11 E26 M16 E70 D.L OPO.TYPICAL ANCHORSSEE ELEV.FOR SPACINGTYPICAL ANCHORS SEE ELEV.FOR SPACINGypy •- M Qet tD _JI - _ n �•'�• W WW � Q�O�I g F a EXT. 0. o .;:° REINF.AS READ. E13 M13 E7 E79 SEE FOR SHEET 5 CAPACITY EXTERIOR EB wy• LQAO BEARING .. 1BY OR 213Y PANEL WIDTH SHIMS 1/2'MAX. WOOD BUCKS $ MAX. DOOR FRAME WIDTH 3/8'MAX. LOAD BEARING SHIMS LOAD BEAPoNC SHIMS CJ W PRooucr REVISED �, .J.1 ao comph4 With the florldn Ld Buliding Code � ..A-No. 20-1118.06 Explratlon Date 07/20/2022 Q v n I O a d 1;1- 1• MlLb+nk o z TYPICAL ANCHORS MB MI a Product Control SEE ELEV. •,,° 4I N to¢ FOR SPACING M =—IF Up s ' u o y.'• EXT. REINF•AS READ, o o E `�El�+ 6 B M5 E12 ET9 SEE SHEET 5 ' FOR CAPACRY %%%I IITI)lA�' c<m 1/2'MAX. MAX.DOOR FRAME WIDTH , .............. LOAD BEARING .� t.10� � � •t SHIMS NILDEC n� 3 0 Z STAB/ :� .drawing o no. c�, W16-73 '''�rtsIlif��®j t ��`` sheet 8 of 23 y.V m PRODUCT REVISED 3 as complying with the Florida Z Building Coda O k q 7 .-No. 20-1118.06 F: I Expiration pate 07/20/2022 it5 a Ild o OD` U By Isti"Z i.tb,nJ. O dq Mian"adc Product Caatro Q yNj Opp a cy OjL0a HOOK STRIP EE ELEO,RCS 6 y D e FOR SPACING IL W ii4�V m D HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING C / � � S N i2• E74 Mq 1/4" DIA. ULTRAC=ON+ BY 'DEWALT' (Fun164 KSI, Fy-148 KSI) G DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE e 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS o 414 SMS (GRADE 2 ORS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U 1-1/2" MIN. PENETRATION INTO WOOD z �w #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) y !!j INTO METAL STRUCTURES = 3 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE a*" Mq MJ ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) xYi STEEL: 1/8"THK. MIN. (Fy — 36 KSI MIN.) z �^ IL (STEEL INIXONTACT WITH ALUMINUM M BE PLATED OR PAINTED) 0 TYPICAL rYPICAL EDGE DISTANCE W to 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' o NOT PART OF THIS NOA 12 TO BE REVIEWED BY AHJ Ha az co^a O N g 0.9............ a DEC y(niq _Tk. Na* 3 tC 3 6YZo ^� erATit drawing16 • ����>>®���'t����` sheet 17 of 23 2BY METAL WOOD RBUCK STRUCTURES a SHEET (SEE NOTE SHEET 1) Wrz (SEE SHEET 15) ED9TYPICALANCHORS ' Hg �q�e Z EDGE 3 5/8' m EDGE F � DIST. MIN.DIST. EDGE. IST. 5/8' z I MIN. R �43^ TYPICAL ANCHORS a14J1x p SEE ELEVS. WpN N S FOR SPACING-------- 'v) TX \� TYPICAL ANCHORS 'gm 0"�t;@. . SEE ELEVS. r _______-__ __ -I (( FOR SPACING FOR SPACING FOR SPACING IrSEE ADEPARA COUNT APPR'0 MUI110N,� G 11(SEE SHEET 15) {07 S �I 1� QWtDO � L-- ------------- --1 O = n K PRODUCT REVISED o as comp with the Florida BUIlding Dodo I^ NDA-No. 20.1118.06 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Iratlon Data 07l20/2022 SEE ELEV. SEE ELEV. SEE ELEV. SEE ELLV• 0 V P�[p FOR SPACING FOR SPACING FOR SPACING FOR SPACING qy isu.?1.LLna w Miam o Product Con O 1/2'MAX, 3/8'MAX. 1/2"MAX• LOAD BEARING LOAD BEARING 30 M j' LOAD BEARING SHIMS SHIMS 23 M • SHIMS o 3�1^ 'a g 3 z WOOD STRU RE tn 5 E3A �"Y n y M Z ,• n= n 2i $ N N N N oR H B TYPICAL ANCHORS - - - - u SEE ELLVS. v FOR SPACING O EXL 8 D EXT. P"o .° •r; E. EXT. Al E2A •r.• LOAD BEARING 01 S SHIMS 18Y OR WOOD BUCK 11111 Irrll�'' m _1 (SEE NOTE SHEET 1) `�% i.•: n '..••. ••.•',.�'•''•� ••CONCRETE t/[e 3 EDGE• •• /Bg;.Y,,:'a 3 KSI MIN. g;} DIST. MIN. - :�Q•' ST drawing no. 3 TRACK FRAMES �. •�c°R..• 'C��� W16-73 ANCHOR LOCATIONS ',ss/01 ��It# li11111 sheet�gof23 IRY OR 2BY METAL STRUCTURES WOOD BUCK /8-THK. (SEE NOTE r SHEEP ) m P �(SEE SHEEP 15) 3 5/8. EDGE DST.35 z EDGE DISTT. MIN. MIN. L Q b; g O-m CAL ANCHORS Q tam I TYPICAL ANCHORS ELEW, ElB 9_ 6 SEE ELEVS. OR SPACING FOR SPACING cy (L d 0 og O TYPICAL ANCHORS SEE ELEVS. —--------------------- ----- 0 It FOR SPACING a- 11 MIAMI-DADE COUNTY APP q E' SEE SEPARATE NOA R'D MUUION -Mw (SEE SHEET 15) z - -- -- --------- --- TYPICAL ANCHORS 9- SEE ELEVS, FOR SPACING PRODUCT REVISED es complyinggV with the FloridaBuilding TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE Er SEE ELEV. SEE 5XV '6NG NOA-No. 20-1118.06 FOR SPACING FOR S i6NG FOR SPACING FOR SF; lExpimum ome 0712012022 z Lu 1/2-MAX. 1/2*MAX. ES 3/8'MAX, cd�5 C'I By 1;"7 1-z4-L LOAD BEARING LOAD BEARING LOAD B'LTING rn a: :t MI�Pbade Pmoduct Cont=ro SHIMS SHIMS M ocn z WOOD STRU RE q ri Lo u E3B ;E 0 N FOR SPA c FW_ TYPICAL ANCHORS O SEE ELM. w, FOR SP ACING Er. EKT. EXT. Exr, o 1/2"MAX. 18Y OR 213Y LOAD BEARING WOOD BUCK ............... ....... SHIMS (SEE N07E SHEET 1) ................................ % ... ... .......................................... .......... .................... • EDGE III 5-7/5 3 KS1 MIN. DEC DIST. drawing no. TRACK FRAMES FdW1 6-73 ANCHOR LOCATIONS s) ti ib ITEM 0 PARS/ REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �Ij 12 E1 ES-EL400-001 1 FRAME HEAD(2 TRACK) 6063-T6 - r E1A ES-EL400-201 AS REOD. FRAME HEAD(3 TRACK) 6063-T6 fO E18 ES-EL400-205 AS RECD. FRAME HEAD(4 TRACK) 6063-T6 - z -p E2 ES-EL400-002 1 FRAME SILL(2 TRACK) 6063-T6 - q 7d I EZA ES-EL400-202 AS REQD. FRAME SILL(3 TRACK) 6063-T6 - F sg 3 n g F28 ES-EL400-208 AS REQO. FRAME SILL(4 TRACK) 6063-T6 - p c01` V E3 ES-EL400-003 2 FRAME JAMB(2 TRACK) 6063-T6 - g�Wryu E3A ES-EL400-203 AS READ. FRAME JAMB(3 TRACK) 6063-TB - 13 C E3S ES-EL400-207 AS REQD. FRAME JAMB (4 TRACK) 6063-T6 - 8 N n E4 ES-EL400-004 1/PANEL TOP RAL(INSUL LAM.GLASS) 6063-T6 - ES ES-EL400-005 i/PANEL BOTTOM RAIL(INSUL LAM.GLASS) 6063-TG - O C G E6 ES-EL400-006 AS READ. JAMB STILE(INSUL LAM.GLASS) 6063-TB - 0 U0�rAy E7 ES-EL40D-007 AS REQD. INTERLOCK STILE(INSUL LAM.CLASS) E8 ES-EL400-009 1/PANEL TOP RAIL(LAM,GLASS) 6063-T6 ES ES-EL400-010 1/PANEL BOTTOM RAIL(LAM.GLASS) 6063-To ,��I7 EIO ES-EL400-DiI AS REQD. JAMB STILE(LAM.GLASS) 6063-T6 Eil ES-EL400-012 AS REQD. INTERLOCK STILE(LAM.CLASS) 6063-T6 - PRODUCT REVISED as°ompying with the Florida E12 ES-EL400-013 AS REQD. ASTRAGAL STILE(LAM.GLASS) 6063-T6 - BuNding Code E12A ES-EL400-008 AS REQD. ASTRAGAL STILE(INSUL W.GLASS) 6063-TB - NOA-No. 20-1118.06 E13 ES-EL400-014 AS READ. JAMB COVER 6063-T5 - Explrption Date 07/20/2022 E14 ES-EL400-015 AS READ. POCKET JAMB 6063-T6 - Dy ICw.Z I•L/r.nJ. g E75 ES-EL400-018 AS REQD, SILL TRACK 6063-T6 - Mlam. a e Product Control a E16 ES-EL400-017 AS REGD, HEAD COVER 6083-TS - E17 ES-EL400-018 AS REQD. SILL RISER 6063-TS - J L E18 M-EL400-020 AS REGD. FIXED PANEL BOTTOM GUIDE 6G63-T8 E18 ES-EL400-021 AS REGD. INTERLOCK RFJNFORCEMENT 6005-T5 - Tj � y E26 ES-6011 AS REGD. SCREW COVER 6063-T6 - ? O M h1 0 M m M1 ES-EL400-GOI 4/PANEL GLAZING GASKET(LAM.GLASS) SILICONE DUROMETER 70f3 SHORE A p Z 3 M2 ES-EL400-002 4/PANEL GLAZING GASKET(INSUL LAIL CLASS) SILICONE DUROMETER 70*3 SHORE A g Z '^ M3 ES202G-G04 AS RECD. INTERLOCK BUMPER PVC 05ROMETM 60f5 SHORED �j (/j 0 M4 W33271NK AS REGD. PILE W'STRIPPING(INTERLOCK) WOOL - W W M g M5 W3318INK AS REGD. PILE W'SLRIPPING WOOL - M6 PSOI-0014 AS REGD. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE r.ocx• M7 P501-1015 AS READ. STRIKE FOR MORTISE LOCK ST.STEEL - SURFACE MOUNT METALLIC HANDLE AT 44"FROM BOTTOM FASTENED TO LACK STILE M5 P$01-1036 AS READ. MORTISE 2 POINT LOCK ST.STEEL - (2) #8 X 1/2'FH SMS N2 33 M9 CT-R34/3-01-A 2/PANEL ROLLER ASSEMBLY ZAMAK - SURFACE MOUNT METALUC 3 PLY DUAL HOOK LOCK tl M10 8844.1 AS REGD. BUMPER ALUM/NYLON - 44'FROM BOTTOM a MillES-EL4CO-FPI SL AS RE00. FIX. PANEL CUP ST.STEEL _ FASTENED TO LOCK STILE WITH R (2) Mu #8 X 3/4' AS REQD. KEEPER FASTENERS ST.STEEL P.H.SMS % 1'FH SMS SURFACE MOUNT METALLIC KEEPER AT 44"FROM BOTTOM M13 #10 X 1-1/4' AS READ. PANEL ASSEMBLY FASTENERS Sr.STEEL P.H.SMS FASTENED TO FRAME JAMB AND ASTRAGAL STILE WITH M14 #12 X 1-1/2' AS READ. FRAME ASSEMBLY FASTENERS ST.STEEL P.H.SMS (3) #8 X 3/4-PH SMS U2 M75 #6 X 3/8- AS REGD, FIX. PANEL CUP FASTENERS ST.STEEL P.H.SMS o=Fj M16 #8 X 1/2- AS REQD. FIX.PANEL CUP FASTENERS ST.STEEL F.H.SMS 'u°n Mill #10 X 1/2' AS REQD. ROLLER FASTENERS ST.STEEL P.H.SMS M18 B10 X 1' AS REQD. LOCK INSTALLATION FASTENERS ST.STEEL F.H.SMS \\\\ � F M20 aB X 1/2' AS REQD. HANDLE INSTALLATION FASTENERS ST.STEEL F.H.SMS .............. �1C1EN8E �� ,e No ! n k DEC 3p A g $ SEALANT: ZUZO ALL JOINTS AND FRAME CONNECTIONS SEALED WITH TE �� drawing no. WHITE/ALUMINUM COLORED SILICONE. i� �'.g0.MO.. W16-73 sheet 20 of 23 4.675 5.686 7.496 7i . ,743 .062 .062 .070 1.151E7 FRAME HEAD (2 TRACK) EtA FRAME HEAD (3 TRACK) Ete FRAME HEAD (4 TRACK)osz 062 ,070 o 2. oo 0 tia .65�8 11 h'----^-5.89, k-- 7.704� '4.782 FRAME SILL (2 TRACK) E2A FRAME SILL (3 TRACK) E28 FRAME SILL (4 TRACK) 1.380 g N 1,350 1.380 T.D72 PRODUCT REVISEDascomplyIn with tho Plorldo.062 HOA-Ho. 20-1111LOO Expiration Date 07/202022 r z C"i gy Is�.7 4 Lb+,s, o =il N 3.715 MIamFDa e P u Control �Y 4.585 5.686 5.525 7.496 7.335 ? ��M , ,072� .062 Z n m .082 d vim 41 to .072 E3 O E38 aa , FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) °o R R r-•.062 ° 1.745 LL1.732 433 o m y° 1111111/ 1 ^a °a m 2.750 1 �l � IRE- POCKET JAMB � / No.81223 ' n DEC 3020Zd7 O • -drawing v no. ass, •�c�G••� W 16-73 r7771�/1NA i111�` sheet 21 of 23 .7 1.340 1.340 1 �1.875 .094 JL• .094 L I I .929 i2 2.686 .062 2.68� .0621.811 .062 .062 ,052 0 .480 f' ; �- a ,.9�G4 , I¢aD ,.9�a 1.340 i&t,V 180 .1,66 L.= -j�l �P. I� M1 GLAZING LAM.GLASS IL g IL ry ]L �+ CES PANEL TOP RAIL PANEL TOP RAIL I I N (LAM GLASS)__(INSUL(INSUL LAM.GLASS) �`�-3.422 I ASTRAGAL STILE ASTRAGAL STILE E12 (LAM.GLASS) i (INSUL LAW.GLASS) •972 1.732 .062 Z to 2.993 .062 2.993 .062 -.04.0 1.075 a f 2.118 g _ M2 GLAZING GASKET 1.35 t25 INSUL LAM.GIf55L .-. i L 1 1.340 1.340 MATERIALMATER , SILICONE v j� .929 HARDNESS-70±3 °p PANEL BOTTM RAIL PANEL BOTTM RAIL E16 HEAD COVER TENSILE STRENGTH- 1139 PSI ELONGATION AT BREAK-23S% n E9 ( CAS) (INSUL VJA.CLASS) E1g INTERLOCK STIFFENER .243 TEAR STRENAM- 107 Ln/N BR97LENESS TEMPERATURE_-40'F 2.926� 2.926� 883 COMPRESSION SET= 12.5%(22h®212•F) U 062 .062 I z -1Ed _� 1.791 0 Of� OSG = F-�m 1 7 .490 1.490 1.340 .087Cl .441 3 PRODUCT REVISED cl*M m E18 ae,compgln with the Florida Z 3 2.051 2.051 Bu ilding,ding 3 Z la, FIX. PANEL BOTTOM GUIDE 0.1 JAMB COVER NOA-No.. 20-1118.06 PANEL JAMB STILE PANEL JAMB STILE ExpirationW ko Date 07/20/2022 E10 (LAM.GLASS) E6 (INSUL . GLASS) .711 By ISI+-7 I•Lh+nk M .050 •287-1 d MIamFDade Produet Control 2 760 L2*7FIO�- 115 `� 5 .512 .040�11•>- .711 T � � � .275 �t� 6 TI[ 1.340 1.798 1.340 1.798 C ,062 .062 E15 TRACK INSERT E26 SCREW COVER u T a� F�1.622 1.622 g$ INTERLOCK STILE INTERLOCK STILE E11 (LAM.GLASS) E7 (INSUL.LAM.GLASS) C e N d 2 o 9 lj .500 ............... i m 2.551 No. 2 ,.7a2 � DEC 3 2020 - ' '•.• STATE drawing no. •.Azooro��'C��: W16-73 E SILL RISER ir11,1111 11j`t ��� sheet 22 0f 23 4, Z 3 Cl =J M14 M13 o� IS asOU FRAME TOP CORNER 2 TRACK FRAMES(SHOWN) 3 TRACK FRAMES(SIMILAR)WITH(1)ADDL FASTENER g 4 TRACK FRAMES(SIMILAR)WITH(2)ADDL FASTENERS PANEL TOP/BOTTOM CORNER LAM. GLASS RAIL h STILE(SHOWN) U INSUL LAM.GLASS RAIL k STILE(SIMILAR) z w H � t=n Nd.m 3z�� M14 PRODUCT REVISED d — as pompty1ngg wlth the Florida vi I Bullding todo u l r?M NOA-rw. 20-1.118.06 Expiration Date O712D12O22 . ( By ];L°7 I.G�„k MI - a o Product Cenral pj DEC a �O `I111LLil II i��' �c B m 30 20ND FRAME BOTTOM CORNER *• }�� L 2 TRACK FRAMES(SHOWN) 3 TRACK FRAMES(SIMILAR)WITH(1)ADOL FASTENER •'•.• SIT, '• � drawing no. 4 TRACK FRAMES(SIMILAR)WITH(2)AODL FASTENERS i FCORIDR•' W16-73 �TiTrn111lt1 sheel23o123 '